Foundations Of Family Plan Home DWG Plan for AutoCAD

Foundations Of Family Plan Home DWG Plan for AutoCAD

Complete Plan of laying of foundations and structures

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

n.p.t., symbology:, Notes:, meters, level of guard, n.p., n.l., loin level, total area:, draft:, name of the map:, plane key, do not. of plan:, scale:, dimension:, date:, structural foundation plant, owner:, address:, responsible for the project:, draft:, indicates axis, indicates axis dimension, indicates level in plan, finished floor level, n.t.n., of scale:, tablaroca, tablaroca, CD., CD., CD., of n.p., n.t.n., Structural Roof Roofing Scale:, tablaroca, tablaroca, cr., cr., cr., wall with door, wall with window, blind wall, position of reinforcements, window, door, ci of, n.p.t, n.p.t, slab, partition wall, reinforcement, variable height, reinforcement, partition wall, wall with door, door, n.p.t, reinforcement, partition wall, reinforcement, partition wall, reinforcement, partition wall, reinforcement, reinforcement, partition wall, reinforcement, slab thickness cms., axis, castle armed with vars. its T. cms., castle armed with vars. vars its T. cms., chain for sill of windows armed with vars. its T. cms., of enclosure enclosure armed with stirrups, det. of rod placement, enclosure chain, free coating equal to the diameter of the rod than cm., slab, structural details, scale:, castle armed with vars. its T. cms., lock reinforcement, castle armed with vars. its T. cms., castle armed with vars. its T. cms., section of running shoe, shoe, contratrabe, wall of enrase, curfew, tabicon, section of running shoe, shoe, contratrabe, wall of enrase, curfew, dimensions weights, diameter, area, weight, perimeter. cm, table of rods, thickness, rods, cm., welded Mesh, cm., lisa, column armed with vars. its T. cms., rods cm

Raw text data extracted from CAD file:

\A1;1.53 4.00 3.20 2.25 6.05 2.25 2.70 1.10 0.70 0.45 0.70 5.20 1.80 1.15 5.35 6.30 1.85 5.35 4.00 3.20 2.25 6.05 2.25 2.70 1.10 0.70 0.45 0.70 5.20 1.80 1.15 5.35 6.30 1.85 5.35 e 2.70 1.30 2.05 1.15 1.50 2.25 2.25 3.75 4.90 13.28 2.50 3.55 1.80 13.65 2.70 1.30 2.05 1.15 1.50 2.25 2.25 3.75 4.90 13.28 2.50 3.55 1.80 13.65 A B C D F H I G E N.P.T. SIMBOLOGÍA: 10/SEPT./2012 NOTAS: metros 1:100 Nivel De Pretil N.P. N.L. Nivel De Lomo AREA TOTAL: 159.33 m2 \W7.35252; \W1.20000x;CASA - HABITACI\W1.20000x;Ó\W1.20000x;N N o r t e. 1/1 \W0.76433; PA Proyecto: Nombre Del Plano: Clave de plano No. de plano: Escala: Acotación: Fecha: Planta Arquitectonica, Cimentación Y Estructural Propietario: Dirección: Responsable del proyecto: Proyectó: Indica Eje Indica Cota A Eje Indica Nivel En Planta Nivel De Piso Terminado C a s a H a b i t a c i ó n C a s a H a b i t a c i ó n 1 5 \T1.15000;Jard\T1.15000;í\T1.15000;n \W5.15331; N.t.n. ± 0.00 1 2 3 4 5 6 7 8 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 5 5 5 5 \LPlanta De De Cimentaci\Ló\Ln Escala: 1:100 K1 K K2 K2 K2 K2 K1 K2 K2 K K2 K2 K2 K2 K1 K1 Tablaroca. K2 K2 K1 K1 K K C1 K2 K3 K3 K1 Ke Ke Tablaroca. K1 K K K K K3 K3 K K K K2 K2 K K K CD. ZC1 CD. CD. CD. CD. CD. K TL TL TL CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. CD. \T1.15000;Patio de \T1.15000;servicio. \W4.42737; N.p.t. + 0.15 \T1.15000;Jard\T1.15000;í\T1.15000;n \W5.15331; N.t.n. ± 0.00 1 A 2 3 4 5 6 7 8 B C D F H I G E 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 5 5 5 5 \LPlanta Estructural De AzoteaEstructural De Azotea Escala: 1:100 K1 K K2 K2 K2 K2 K1 K2 K2 K K2 K2 K2 K2 K1 K1 Tablaroca. K2 K2 K1 K1 K K C1 K2 K3 K3 K1 Ke Ke Tablaroca. K1 K K K K K3 K3 K K K K2 K2 K K K CR. ZC1 CR. CR. CR. CR. CR. K TR TR TR CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. CR. MURO CON PUERTA MURO CON VENTANA MURO CIEGO POSICIÓN DE LOS REFUERZOS CD Ventana CR Puerta CI (Antepecho de ventana) N.p.t CD CD CR CR N.p.t N.p.t Losa Losa Losa Muro de tabique Refuerzo Altura Variable Refuerzo \W0.78571; Muro \W1.71429; de tabique MURO CON PUERTA TR Puerta CD N.p.t CI CC CC 2,20 2,90 Refuerzo \W0.78571; Muro \W1.71429; de tabique 1,30 2,90 Refuerzo \W0.78571; Muro \W1.71429; de tabique Refuerzo \W0.78571; Muro \W1.71429; de tabique 2,90 Refuerzo 2,20 2,90 Refuerzo Muro de tabique Refuerzo 2,60 Espesor de losa = 10 cms. Espesor de losa = 10 cms. Espesor de losa = 10 cms. Espesor de losa = 10 cms. Eje Eje Eje Eje K1 CASTILLO armado con 4 Vars. d 3/8" Est. 1/4"@ 20 cms. 0,20 0,13 K2 CASTILLO armado con 4 Vars. 1/2 2 Vars. d 3/8" Est. 1/4"@ 20 cms. 0,25 0,13 0,13 CA CADENA PARA ANTEPECHO DE VENTANAS armado con 3 Vars. d 3/8" Est. 1/4"@ 20 cms. 0,13 \A1;Cadena de Desplante (CD),Intermedia (I) y Cerramiento (CR). armado con 4 vars.\A0;d \S3/8; \A0;" Estribos de 1\A0;/4"@ 20cms. CD 0,20 CC 0,13 CI 0,15 0,16 0,16 0,10 0,10 TR DET. DE COLOCACION DE VARILLAS Y CADENA DE CERRAMIENTO C-C Recubrimiento libre (r), igual o mayor que el diámetro de la varilla o que 2.0 cm. Losa DETALLES ESTRUCTURALES Escala: s/n Ke CASTILLO armado con 6 Vars. d 3/8" Est. 1/4"@ 20 cms. E 1/4"@20cms. 6d1/2" E 1/4"@20cms. 2d1/2" 2d1/2" Trabe de Refuerzo TR 0,35 0,17 K3 CASTILLO armado con 6 Vars. d 3/8" Est. 1/4"@ 20 cms. 0,35 0,13 0,13 0,13 K1 CASTILLO armado con 3 Vars. d 3/8" Est. 1/4"@ 20 cms. Sección de zapata corrida zc1 \W8.91691; (CENTRAL) Plantilla(concreto simple) Zapata Contratrabe Muro de enrase Dala de desplante N.p.t±\H0.85x;0.00 \A1;0.25 \A1;0.66 \A1;0.50 \A1;0.45 \A1;0.05 \A1;0.30 \A1;0.15 \A1;1.00 N.p.t±\H0.85x;0.00 \A1;0.10 \A1;0.325 \A1;0.25 \A1;0.325 \A1;0.10 \A1;0.90 f'c=100 Kg/cm² Tabicon Seccion=20x45cm Seccion=13x25cm Sección de zapata corrida zc2 \W8.22374; (DE LINDERO) Zapata Contratrabe Muro de enrase Dala de desplante N.p.t±\H0.85x;0.00 N.p.t±\H0.85x;0.00 \A1;0.25 \A1;0.66 \A1;0.50 \A1;0.45 \A1;0.05 \A1;0.30 \A1;0.15 \A1;1.00 Plantilla(concreto simple) f'c=100 Kg/cm² \A1;0.10 \A1;0.70 \A1;0.20 \A1;0.90 Seccion=20x45cm \W0.22835; Seccion=13x25cm DIMENSIONES Y PESOS 1 1/8" 1 1/4" 1 1/2" 1/2" 7/8" 3/4" 5/8" 3/8" 5/16" 1/4" DIAMETRO \W1;Pulg. 1" 2.54 2.86 3.18 3.81 1.27 1.59 1.91 2.22 0.64 0.79 0.95 \W1;cm 14 18 16 15 10 11 12 13 \W1;d 34 15 5.03 4.00 10 6.39 7.87 11.35 17 19 23 5.08 6.27 9.02 38 43 51 15 13 11 1.22 0.71 0.49 0.32 3.87 2.84 1.93 6 5 4 14 11 10 8 1.00 1.57 2.26 3.07 0.25 0.39 0.57 \W1;a Area cm2 Peso kg/m 17 21 26 30 9 11 13 4 9 8 6 5 3 3.5 \W1;b \W1;c 7.96 8.98 9.98 11.97 3.99 4.99 5.99 6.96 2.00 2.48 2.99 Perímetro. cm \W1.81588; \W0.83333x;EMPALME: e (f'c en kg/cm\W0.83333x;²\W0.83333x;) \W1.12595; \W0.76923x;f'c=150 f'c=200 \W1;NERVADURA 75 100 115 95 85 150 125 115 30 27 25 70 60 50 40 40 40 40 90 75 65 50 \W4.81660; \W0.83333x;LOSA \W6.29279; \W0.83333x;Y \W3.19755; \W0.83333x;COLUMNA 115 150 170 145 130 230 190 170 45 42 40 100 85 70 60 60 60 60 135 115 95 75 7 7.5 8 \W1.12595; \W0.76923x;f'c=150 f'c=200 5 d b c a \A1;45° \W1;Nº 4 7 6 5 3 2.5 *2 9 10 12 8 TABLA DE VARILLAS \W8.82102; L O S A S \W2.12336; ESPESOR \W2.31384; VARILLAS 10 cm. 3/8" (Nº. 3) malla electrosoldada 7 cm. 6 x 6 - 1/4" \W1;*Varilla lisa (alambron) e C1 COLUMNA armado con 6 Vars. d 3/8" Est. 1/4"@ 20 cms. 0,40 0,40 ZC1 ZC2 ZC2 ZC2 ZC2 ZC2 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 ZC1 A B C D F H I G E VARILLAS # 3@ 15 CM VARILLAS # 3@ 15 CM VARILLAS # 3@ 15 CM VARILLAS # 3@ 15 CM VARILLAS # 3@ 15 CM

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, base, complete, DWG, Family, FOUNDATION, foundations, fundament, home, laying, plan, structures