Family DWG Block for AutoCAD

Family DWG Block for AutoCAD

Plano Municipal building a house on a corner lot in area bifamiliar .. includes cuts, facades, plant structure calculations sheets.

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

of bases, whole base, exempt base, of stairs, hºaº, cut, cut, cut, Municipal departure:, explain previous:, work: with no municipal antecedent to build, Destination: two-family dwelling, Owners:, locality: merlo, merlo match, scale:, circ:, secc:, pc:, mz:, lot:, according to title:, zone, f.o.s., f.o.t., infrastructure, surfaces, electricity, running water, pavement, sewer, Location, references, the land’s surface, total area, free surface, prof. relay direct project executive:, the registration of the plan does not imply the qualification of the declared premises., sup.cub. with antecedent p.b., owner:, m.m.o. mat, address: nº, without municipal precedent, mz:, with a municipal background, Street:, His p. tab. build, surfaces, observations, with anteced., of surfaces, Subtotal, His p. cover p.b., high, l.m., He passed, bath, bedroom, TV., l.m., top floor, low level, low, Street, e.m., l.m., e.m., l.m., e.m., l.m., ceiling projection, kitchen, bedroom, desk, Masonry fence, dinning room, absorbent soil, TV., l.m., toil., Street, fine plaster, fine plaster, coat of stones, without anteced, build, total, ceiling projection, slab ceram., ceramic tile, TV., sup.cub. without antecedent, sup.cub. build p.b., Street:, build, His p. cover p.b., sup.cub. build p.a., be dining, bath, kitchen, e.m., l.m., e.m., l.m., e.m., l.m., slab ceram., of ceilings, pos., destination, area, illumination, ventilation, observations, ventilation and ventilation, openings measurements, measurements, toilette, TV., bedroom, c.b.ll., be dining, irregular, e.m., fine plaster, metal carpentry, irregular, kitchen dining room, bath, TV., bases of hºaº, columns hºaº, beams of hºaº, pos., class, observations, Concrete: Steel: DNA, His p. nec, dimensions in cm., armor, cant, armor, cant, pos., plant, Concrete: Steel: DNA, lemon, dimensions, armor, stirrups, observations, cant, sep, p.b. p.a., light, shape, pos., Concrete: Steel: DNA, load diagram, react, dimensions, armor, cant, cut, sep, stirrups, b. dob, cant, observations, exetr., centr., foundations of hºaº prof. firm ground, supporting hollow wall, position, lime ceiling, ceramic floor, tiles, rev fine lime, lime ceiling, heaven. the lime, ceramic floor, e.m., lime ceiling, ceramic floor, rev fine lime, Masonry fence, proy molding, load wall, e.m., l.m., e.m., l.m., of foundations, of ground floor, existing structure, upstairs, laundry, bedroom, coat of stones, fine plaster, metal carpentry, inaccessible roof tile roof ceramic cub. asfalt., reserve tank support wall p.n.i., metal carpentry, reserve tank support wall p.n.i., existing foundations, inaccessible roof corrugated sheet metal zinc roof, ceramic floor, ceram floor., rev fine lime, tiles, Armored ceiling durlock, molding, foundations of hºaº prof. firm ground, zinc channel, ceramic floor, rev fine lime, Armored ceiling durlock, ciel. the lime, metal railing, inaccessible roof roof slab of hºaº cub. asfalt., reserve tank support wall p.n.i., inaccessible roof corrugated sheet metal zinc roof, metal railing, kitchen, desk, laundry, bedroom, irregular, irregular, bath, TV., His p. cover p.a., His p. cover p.a., irregular, difer. with antecedent, c.b.ll., inaccessible roof tile roof ceramic cub. asfalt., c.b.ll., load wall, inaccessible roof tile roof ceramic cub. asfalt., inaccessible roof corrugated sheet metal zinc roof, molding, load wall, reserve tank support wall p.n.i., supporting hollow wall, metal profile, l.m., privative space, His p:, privative space, His p:, parking space not usable, reserve tank support wall p.n.i., regulatory fence, bedroom, TV., inaccessible roof roof slab of hºaº cub. asfalt., roof inaccessible French tile roof, slabs of hº aº, Concrete: Steel: DNA, pos., dimension, armor, sep, armor, in cm, sep, observations, stairs, zinc channel b.d.ll., sep. l: q: m: pgc: fmax:, wall support, free runoff, centr., pilotin, note: the foundation beams are cm with with reinforcement brackets superior the pilotines of cm of diameter with stirrups of the, pilotin of, foundation beam, main armor, stirrups, prof. firm ground, Removal of ground tamped floor of hºaº smoothed, bedroom

Raw text data extracted from CAD file:

0 ±0.00 \A1;3.05 \A1;.15 \A1;.95 \A1;.15 \A1;1.59 \A1;.10 \A1;2.87 \A1;.10 \A1;.84 \A1;4.00 \A1;.30 \A1;.15 \A1;.15 \A1;2.60 \A1;.60 \A1;4.99 \A1;1.10 \A1;3.20 \A1;7.25 \A1;6.00 \A1;3.20 \A1;2.16 \A1;8.64 \A1;3.35 \A1;1.22 \A1;4.45 \A1;4.99 \A1;18.04 \A1;9.16 \A1;.30 \A1;2.35 \A1;.30 \A1;3.60 \A1;.15 \A1;3.20 \A1;.30 \A1;2.50 \A1;.15 \A1;3.60 \A1;.15 \A1;3.20 \A1;.15 \A1;.10 \A1;2.24 \A1;.30 \A1;2.39 \A1;9.16 \A1;18.04 \A1;3.50 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;1.44 \A1;.66 \A1;.30 \A1;.15 \A1;.15 \A1;3.05 \A1;7.86 \A1;.15 \A1;2.16 \A1;6.77 \A1;.85 \A1;3.69 \A1;2.30 0 \A1;3.50 \A1;2.80 \A1;7.98 \A1;3.05 \A1;.15 \A1;.95 Fe 2 a1 b2 d2 d1 Fe 1 h a1 b1 Fe 1 Fe 2 a2 d1 b1 d2 b2 a1 a2 Fe 1 a3 h d a1 b1 a3 \LDETALLE DE BASES \H0.78788x;\l(ESC.: 1:20) d b1 Fe 1 BASE ENTERA BASE EXENTRICA \A1;3.00 \A1;.20 \A1;.60 \A1;.39 \A1;.30 \A1;2.11 \A1;2.10 \A1;1.55 \A1;.45 \A1;.30 \A1;3.25 \A1;.15 \A1;.30 \A1;6.00 \A1;.15 \A1;2.85 1 2 3 4 5 6 7 8 9 10 11 12 \A1;1.95 \A1;.86 \A1;.10 \A1;2.60 \A1;.20 \A1;.60 \A1;3.50 \A1;6.05 \A1;2.30 \A1;.15 \A1;2.70 \A1;.20 \A1;2.75 \A1;.61 \A1;3.17 \A1;5.70 \A1;.20 \A1;2.13 \A1;1.95 \A1;4.30 \A1;1.90 \A1;.90 \A1;.10 \A1;.95 \A1;.30 \A1;3.25 \A1;.15 \A1;3.85 \A1;0.95 \A1;2.50 \A1;5.00 \A1;.15 \A1;2.07 \A1;1.10 \A1;1.87 \A1;.38 0.16 0.26 \LDETALLE DE ESCALERA \H0.65x;\l(ESC.: 1:20) HºAº \A1;0.16 \A1;0.26 A\fBankGothic Lt BT|b0|i0|c0|p34; \fArial Narrow|b1|i0|c0|p34;\H1.25x; Corte A\fArial Narrow|b1|i0|c0|p34;\H1.0938x; \H1.1429x; Corte Corte B\fArial Narrow|b1|i0|c0|p34;\H1.0938x; \H1.1429x; B\fArial Narrow|b1|i0|c0|p34;\H1.0938x; \H1.1429x; Corte \A1; PARTIDA MUNICIPAL: Nº EXPTE. ANTERIOR: Nº OBRA: CON Y SIN ANTECEDENTE MUNICIPAL Y A CONSTRUIR DESTINO: VIVIENDA BIFAMILIAR PROPIETARIOS: LOCALIDAD: MERLO PARTIDO DE MERLO ESCALA: 1:200-1:100-1:20 CIRC: SECC: PC: MZ: LOTE: SEGUN TITULO: ZONA F.O.S. F.O.T. INFRAESTRUCTURA SUPERFICIES ELECTRICIDAD AGUA CORRIENTE PAVIMENTO CLOACAS SI UBICACION 0.6 1.0 REFERENCIAS SUPERFICIE DEL TERRENO \L\C235; \l \C126; 189.43m2 SUPERFICIE TOTAL \fArial|b0|i0|c0|p34; \L\C235; \l\C256; \fArial|b1|i0|c0|p34;148.81\fArial|b1|i0|c238|p34;m2 SUPERFICIE LIBRE \L\C235; \l \C256;75.79m\fArial|b0|i0|c238|p34;2 PROF. RELEV. PROYECTO Y DIRECC. EJECUTIVA: LA REGISTRACION DE ESTE\fArial|b0|i0|c238|p34; PLANO NO IMPLICA LA HABILITACION DE LOS LOCALES DECLARADOS. SUP.CUB. CON ANTECEDENTE P.B. \L \l\C256;82.05\fArial|b0|i0|c238|p34;m2 PROPIETARIO: 17.32 M.M.O. - Mat. DOMICILIO: Nº DOMICILIO: Nº SIN ANTECEDENTE MUNICIPAL MZ: 17.32 SI \A1;ORD 1163/97 CON ANTECEDENTE MUNICIPAL CALLE: Nº SI SI SUP. TAB. A CONSTRUIR \L \l\C256;19.60\fArial|b0|i0|c238|p34;m2 \LSILUETA DE SUPERFICIES\l \H0.78788x;(esc: 1:200) 1 SUPERFICIES Nº OBSERVACIONES A B CON ANTECED. \LBALANCE DE SUPERFICIES 2 3 4 82.05 6.91 82.05m² SUBTOTAL 19.20 1.10 4.99 2.16 3.20 5.48 SUP. CUBIERTA P.B. 3.20 6.00 \LPLANTA ALTA L.M. L.M. L.M. L.M. L.M. \W9.58810; PASO \W9.15064; BAÑO \W2.66926; DORMITORIO 5 5 5 5 5 5 5 5 5 5 5 +2.90 5 T.V. 10 x 30 5 5 5 L.M. 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ALTA PLANTA BAJA \LPLANTA BAJA Calle E.M. L.M. E.M. L.M. L.M. L.M. E.M. E.M. L.M. L.M. 2.39 5 9.16 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PROYECCION TECHO \W7.35649; COCINA \W2.66926; DORMITORIO \W3.41607; ESCRITORIO +0.10 CERCO DE MAMPOSTERIA E:0.15 H:2.00 \W5.56820; COMEDOR 5 +0.10 TERRENO ABSORBENTE T.V. 10 x 30 T.V. 10 x 30 \W5.99695; CI \W5.99695; CI 5 L.M. \W9.54798; TOIL. Calle 5 5 5 REVOQUE FINO \LFACHADAS s/Calle 5 REVOQUE FINO REVEST. DE PIEDRAS SIN ANTECED. A CONSTRUIR -------- -------- -------- -------- -------- -------- -------- -------- 148.88m² TOTAL 19.20m² 47.63m² PROYECCION TECHO 5 5 +2.30 LOSA CERAM. 5 LOSA CERAMICA T.V. 10 x 30 SUP.CUB. SIN ANTECEDENTE P.B.\L \l\C256;19.20\fArial|b0|i0|c238|p34;m2 SUP.CUB. A CONSTRUIR P.B. \L \l\C256;12.39\fArial|b0|i0|c238|p34;m2 CALLE: Nº A CONSTRUIR 18.04 2.39 18.04 9.16 9.16 SUP. CUBIERTA P.B. SUP. CUBIERTA P.B. SUP. CUBIERTA P.B. SUP.CUB. A CONSTRUIR P.A. \L \l\C256;35.24\fArial|b0|i0|c238|p34;m2 \W8.47883; ESTAR \W8.47883; COMEDOR \W9.15064; BAÑO \W7.35649; COCINA E.M. L.M. E.M. L.M. L.M. L.M. E.M. L.M. L.M. +2.30 LOSA CERAM. \LPLANTA DE TECHOS \LCORTE B-B POS. DESTINO AREA ILUMINACION VENTILACION C N P C N P OBSERVACIONES \LILUMINACION Y VENTILACIONY VENTILACION 2 5 4 1 MEDIDAS DE ABERTURAS A B MEDIDAS 7 9 6 8 1.37m² TOILETTE 0.95 1.44 ------ ------ ------ 0.03 T.V. 10cm x 30cm 12.32m² 1/10 0.41 1/3 1.23 DORMITORIO 2.25 1.12 1.50 x 1.50 3.20 3.85 C.B.LL. 0.110 \LCORTE A-A ------ 0.03 ------------- ESTAR COMEDOR 17.30m² IRREGULAR \W8.08810; P A S O E.M. 5 +6.05 REVOQUE FINO CARPINTERIA METALICA 5 5 IRREGULAR 23.97m² 1/10 0.80 2/3 2.39 COCINA COMEDOR 4.78 2.39 1.30 x 2.55+(0.70x0.70)x3 5 5 5 ------------- ------------- ------------- 3.25m² BAÑO 1.55 2.10 ------ ------ ------ 0.03 T.V. 10cm x 30cm ------ 0.03 ------------- 10.40m² 1/10 0.35 1/3 1.04 2.55 1.27 1.70 x 1.50 3.20 3.25 ------------- BASES DE HºAº h:17 COLUMNAS HºAº VIGAS DE HºAº POS. CLASE P OBSERVACIONES T\H0.86957x;t: 2.5 Kg/cm² HORMIGON: H17 - ACERO: ADN - 420 tn SUP. nec. cm2 Dimensiones en cm. a1 a2 a3 d1 d2 h d M1 Tm M2 Tm Armadura 1 cant d Fe Armadura 2 cant d Fe POS. PLANTA S HORMIGON: H17 - ACERO: ADN - 420 m SK m \U+03BB \U+03BB lim N T f cm M Tm Dimensiones Armadura Estribos OBSERVACIONES cant d Fe d sep d b cm² AB 1 P.B. P.A. 2.7 52 45 25 1.2 0.3 20 20 400 4 12 4.5 6 15 LUZ m Forma POS. HORMIGON: H17 - ACERO: ADN - 420 Diagrama de cargas q T/m Reacc. RA RB T M Tm Dimensiones b0 h d Armadura cant d Fe Corte TA d sep Estribos B. Dob. d cant OBSERVACIONES 1 2.00 TB 3 1 EXENTR. 205 100 30 35 4.73 11 10 7.22 3.56 10 7 25 12.500 15 25 25 5.43 d 10 C/15 Fe1 d 10 C/11 Fe2 2 CENTR. 25 12.500 15 25 30 35 2.20 8 10 3.36 2.20 8 10 100 25 3.36 d 10 C/15 0.54 12 25 30 3 10 0.98 1.5 1.5 --- --- 1.5 FUNDACIONES DE HºAº PROF. SUELO FIRME MURO HUECO PORTANTE POSICION 1 CIELORRASO A LA CAL PISO CERAMICO AZULEJOS REV. FINO A LA CAL REV. FINO A LA CAL REV. FINO A LA CAL CIELORRASO A LA CAL CIELORRASO A LA CAL CIELO. A LA CAL PISO CERAMICO PISO CERAMICO PISO CERAMICO E.M. 5 5 5 +0.10 CIELORRASO A LA CAL PISO CERAMICO 5 REV. FINO A LA CAL +0.10 CERCO DE MAMPOSTERIA E:0.15 H:2.00 5 PROY. MOLDURA PROY. MOLDURA MURO CARGA E:0.30 H:0.60 MURO CARGA E:0.30 H:0.60 \LFACHADAS s/Calle 5 5 5 5 5 5 5 5 5 5 5 E.M. L.M. L.M. E.M. L.M. Vf P P \LPLANTA DE FUNDACIONES \LESTRUCTURA DE PLANTA BAJA B3 ESTRUCTURA EXISTENTE \LESTRUCTURA DE PLANTA ALTA L 01 \W4.96181; LAVADERO \W2.66926; DORMITORIO REVEST. DE PIEDRAS REVOQUE FINO REVOQUE FINO CARPINTERIA METALICA 5 5 5 5 5 5 AZOTEA INACCESIBLE TECHO DE LOSA CERAMICA CUB. ASFALT. PEND.:2% +3.30 +2.90 +3.90 +3.50 +3.90 TANQUE DE RESERVA CAP.:800LTS APOYO MURO Y P.N.I. 12 TANQUE DE RESERVA CAP.:800LTS APOYO MURO Y P.N.I. 12 +3.90 5 +6.50 6.05 5 +3.00 CARPINTERIA METALICA TANQUE DE RESERVA CAP.:750LTS APOYO MURO Y P.N.I. 12 TANQUE DE RESERVA CAP.:750LTS APOYO MURO Y P.N.I. 12 5 P FUNDACIONES EXISTENTES AZOTEA INACCESIBLE CUBIERTA DE CHAPA ACANALADA DE ZINC S/ESTRUCT. METALICA PEND.:15% PISO CERAMICO PISO CERAMICO PISO CERAM. REV. FINO A LA CAL REV. FINO A LA CAL AZULEJOS CIELORRASO ARMADO DURLOCK CIELORRASO ARMADO DURLOCK 5 5 5 5 5 MOLDURA MOLDURA MOLDURA FUNDACIONES DE HºAº PROF. SUELO FIRME FUNDACIONES DE HºAº PROF. SUELO FIRME +3.00 +6.50 CANALETA DE ZINC PISO CERAMICO REV. FINO A LA CAL CIELORRASO ARMADO DURLOCK CIEL. A LA CAL BARANDA METALICA H:0.90 AZOTEA INACCESIBLE TECHO LOSA DE HºAº CUB. ASFALT. PEND.:2% 5.70 5 +6.50 +6.05 TANQUE DE RESERVA CAP.:500LTS APOYO MURO Y P.N.I. 12 AZOTEA INACCESIBLE CUBIERTA DE CHAPA ACANALADA DE ZINC S/ESTRUCT. METALICA PEND.:15% BARANDA METALICA H:0.90 3.05 7.86 3 5 10.26m² 1/10 0.68 2/3 1.02 COCINA 2.55 1.27 1.70 x 1.50 3.60 2.85 ------------- 7.69m² 1/10 0.25 1/3 0.76 ESCRITORIO 2.25 1.12 1.50 x 1.50 2.13 3.60 ------------- LAVADERO ------ 15.00m² 2.50 ------------- 3.60 1.30 x 2.55 1/3 3.31 1.65 1/10 0.58 1.73 0.20 0.13 2/3 1.00 1.00 1.00 x 1.00 8.43m² 1/10 0.28 1/3 0.84 DORMITORIO ------------- 10 11.04m² 1/10 0.36 1/3 1.10 1.10 0.55 1.00 x 1.10 ------------- 12 IRREGULAR 1.30 x 2.55 3.31 1.65 IRREGULAR 3.25m² BAÑO 1.55 2.10 ------ ------ ------ 0.03 T.V. 10cm x 30cm ------ 0.03 ------------- 11 5 5 SUP. CUBIERTA P.A. 6 13.04 -------- -------- SUP. CUBIERTA P.A. 5 22.20 -------- -------- 4.99 IRREGULAR 4.45 DIFER. EN (MENOS) CON ANTECEDENTE \L \l \C256;3.85\fArial|b0|i0|c238|p34;m2 C.B.LL. 0.110 AZOTEA INACCESIBLE TECHO DE LOSA CERAMICA CUB. ASFALT. PEND.:2% +5.90 +3.30 +3.30 C.B.LL. 0.110 MURO CARGA E:0.30 H:0.60 MURO CARGA E:0.30 H:0.60 AZOTEA INACCESIBLE TECHO DE LOSA CERAMICA CUB. ASFALT. PEND.:2% +2.90 AZOTEA INACCESIBLE CUBIERTA DE CHAPA ACANALADA DE ZINC S/ESTRUCT. METALICA PEND.:15% MOLDURA MURO CARGA E:0.15 H:0.15 MURO CARGA E:0.15 H:0.15 MURO CARGA E:0.15 H:0.15 MURO CARGA E:0.15 H:0.15 TANQUE DE RESERVA CAP.:800LTS APOYO MURO Y P.N.I. 12 5 MURO HUECO PORTANTE MURO HUECO PORTANTE MURO HUECO PORTANTE PERFIL METALICO "C" PERFIL METALICO "C" PERFIL METALICO "C" C1 Vf Vf L.M. L.M. 5 5 5 ESPACIO PRIVATIVO SUP: 24.00 M2 ESPACIO PRIVATIVO SUP: 48.00 M2 5 5 5 5 5 ESPACIO COCHERA NO TECHABLE TANQUE DE RESERVA CAP.:500LTS APOYO MURO Y P.N.I. 12 \A1;POL. D 17.32 5 5 CERCO Y VEREDA REGLAMENTARIOS S/ORD. 912/95 CERCO Y VEREDA REGLAMENTARIOS S/ORD. 912/95 DORMITORIO T.V. 10 x 30 T.V. 10 x 30 T.V. 10 x 30 T.V. 10 x 30 T.V. 10 x 30 5 5 5 5 5 AZOTEA INACCESIBLE TECHO LOSA DE HºAº CUB. ASFALT. PEND.:2% AZOTEA INACCESIBLE TECHO DE TEJAS FRANCESAS PEND.:20% AZOTEA INACCESIBLE TECHO DE TEJAS FRANCESAS PEND.:20% LOSAS DE Hº Aº HORMIGON: H17 - ACERO: ADN - 420 q T/m² lx m Mx Tm/m POS. ly My Tm/m Dimens. h d Armadura X d sep Armadura Y en cm Fe d sep Fe OBSERVACIONES 1 0.70 0.90 0.20 9.5 11 8 11.5 4.24 2 3.20 0.90 --- 12 E 1.20 2.00 10.5 12 13 8.72 0.70 4.00 --- 8 ESCALERA CANALETA DE ZINC B.D.LL. d0.100 L 01 C1 C1 C1 C1 C1 C1 V5 V5 V4 V2 V3 V1 SEP. 0.60m L: 3.20m q: 60kg/m M: 76.8kgm W:4.4cm³ PGC: 90x0.89 FMAX: 1.07cm L 01 L \W0.26740; 02 L E C1 C1 C1 C1 C1 C1 V5 V4 V2 V3 V1 V5 APOYO MURO DE 0.30m P Vf Vf B1 B2 B2 LIBRE ESCURRIMIENTO 3.20 9.5 11 11.5 4.24 8 11.5 4.24 8 11.5 4.24 12 13 8.72 3 CENTR. 25 12.500 100 15 25 30 35 2.20 8 10 3.36 2.20 8 10 100 25 3.36 d 10 C/15 205 V1=V2=V4 3 3.00 1.8 12 35 40 3 10 2.36 6 20 1.5 1.6 1 10 1.5 6.7 6.7 --- --- --- 5 5.00 3.13 12 35 40 4 12 4.1 6 20 1.5 1.0 1 12 1.5 7.0 7.0 0.30 PILOTIN 0.25 NOTA: LAS VIGAS DE FUNDACION SON DE 15x30 cm CON 4 Ø12 CON ESTRIBOS Ø6 C/20CM. ARMADURA SUPERIOR 2d8 LOS PILOTINES DE 25 CM DE DIAMETRO CON 4 Ø12 ESTRIBOS DEL Ø6 C/15CM \LDETALLE PILOTIN DE HºAº\l \H0.78788x;(ESC.: 1:20) 0.15 VIGA DE FUNDACION H° A° 0.25 ARMADURA PRINCIPAL ESTRIBOS PROF. A SUELO FIRME RETIRO DE SUELO BLANDO,ENTOSCADO Y APISONADO PISO DE HºAº ALISADO \W2.66926; DORMITORIO DORMITORIO

Language	Spanish
Drawing Type	Block
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Parking, Garden / Park
Tags	area, assorted, autocad, bifamiliar, block, building, corner, cuts, detached, DWG, Family, house, includes, lot, municipal, plano