House Structure – Details Of Wood DWG Detail for AutoCAD

House of 2 levels – wood trim – wood beam – wooden columns.

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

project:, plane structures :, date :, drawn by :, scale :, owner :, jorge romero sotelo engineers sac, owner, project, plan, luis alfaro p., date, scale, sheet, hook of stirrups, esp., d column, or beam, xxix, viii, iii, axis, h- seismic parameters :, zuscp, c- minimum coatings :, typical, referential plant, i- maximum inelastic displacements :, a- materials :, d- summary of the foundation conditions :, indicated in plant, e- overloads :, technical specifications, g- norms and regulations :, without scale, – notes :, b- confined masonry :, xiii, xxiii, xxiv, xxii, xxi, xvi, xvii , xviii, xxv, xii, beam section, h. beam, b.xt., see d on the floor, xxvii, xxvi, xxxii, elastic module, xix, foundation stair, rock, n.f.p., d of plate, secc. xxix – xxix, wooden column, n.f.p, dtemperature, xiv, var., sec. xxiv – xxiv, secc. ix – ix, brick wall, as the case may be, secc. iii-iii, sect. i – i, dmayor, secc. x – x, secc. xi-xi, secc. ii-ii, sect. xiv – xiv, secc. v-v, sect. xiii – xiii, sect. iv – iv, sect. xv – xv, secc. xvii – xvii, sect. xvi – xvi, secc. xviii – xviii, sect. xix – xix, secc. xx – xx, secc. xii – xii, sect. vi – vi, secc. vii – vii, sect. viii – viii, sect. xxii – xxii, sect. xxi-xxi, sec. xxiii – xxiii, sect. xxv ​​- xxv, xxviii, sec. xxvi – xxvi, secc. xxvii – xxvii, var. see architecture, secc. xxviii – xxviii, xxx, secc. xxx – xxx, secc. xxxi-xxxi, xxxi, secc. xxxii – xxxii, see cross section in plant, masonry, typical step, j- wood:

Raw text data extracted from CAD file:

PROYECTO: PLANO ESTRUCTURAS: FECHA: DIBUJADO POR: N° PROYECTO: ESCALA: LAMINA N° PROPIETARIO: JORGE ROMERO SOTELO Ingenieros S.A.C. PROPIETARIO PROYECTO PLANO LUIS ALFARO P. 4000-06 FECHA ESCALA LAMINA \A1;.85 \A1;.15 \A1;.15 \A1;.25 \A1;.15 \A1;.70 \A1;.40 \A1;.15 \A1;.40 \A1;.40 \A1;.40 \A1;.15 \A1;.50 \A1;.95 \A1;.15 \A1;.15 \A1;.25 \A1;.15 \A1;.55 \A1;.15 \A1;.40 \A1;.25 \A1;.15 \A1;.15 \A1;.15 \A1;.40 \A1;.15 \A1;.60 \A1;.15 \A1;.15 \A1;.95 \A1;1.14 \A1;.15 \A1;.49 \A1;.40 \A1;1.40 \A1;.15 \A1;.20 \A1;.20 \A1;.25 \A1;.25 \A1;1.30 \A1;2.00 \A1;.15 \A1;.15 \A1;2.20 \A1;1.00 \A1;.15 \A1;1.00 \A1;.15 \A1;1.25 \A1;.15 \A1;.65 \A1;.15 \A1;1.25 \A1;.40 \A1;.80 \A1;.15 \A1;1.60 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;1.25 \A1;1.05 \A1;1.45 \A1;.15 \A1;.15 \A1;.35 \A1;1.95 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;2.10 \A1;.70 \A1;.15 \A1;.40 \A1;.95 \A1;.15 \A1;1.30 \A1;.15 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;1.00 \A1;1.05 \A1;.90 \A1;.80 \A1;.30 \A1;.85 \A1;.90 \A1;1.15 \A1;.90 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.15 \A1;.50 \A1;.15 \A1;.50 \A1;.30 \A1;.25 \A1;.25 \A1;45° \A1;h. VIGA \A1;.25 \A1;.25 \A1;b.xt. \A1;.05 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 N.-1.90 \A1;.50 \A1;.25 \A1;.30 \A1;.20 \A1;1.30 \A1;.20 \A1;.30 \A1;.10 \A1;.15 \A1;1.40 \A1;.50 \A1;.10 \A1;.50 (TIP.) \A1;.25 \A1;.50 \A1;.10 \A1;1.45 \A1;.60 \A1;.10 \A1;1.15 \A1;.15 \A1;.15 \A1;.15 \A1;2.00 \A1;1.50 \A1;.15 \A1;.15 \A1;3.95 \A1;1.80 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;.30 \A1;.20 \A1;1.30 \A1;.20 \A1;.30 \A1;.15 \A1;1.40 \A1;.15 \A1;.35 \A1;1.55 \A1;.50 \A1;.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.17 \A1;1.20 \A1;.17 TABLA 1 dA d3/8″@.40 dB d3/8″@.20 dC 1d1/2″ (SUP. e INF.) \A1;.15 \A1;2.00 \A1;.15 \A1;.15 \A1;1.00 \A1;.15 \A1;S=41.4% \A1;S=41.4% \A1;S=48.8% \A1;S=42.45% \A1;S=42.45% \A1;S=48.8% \A1;S=42.45% \A1;S=48.8% \A1;.30 \A1;.30 \A1;45° \A1;45° \A1;a S/ESC 10cm. 15cm. GANCHO DE ESTRIBOS 2cm. 3cm. r d 1/4 3/8 \A1;\U+2205 a ESP. \A1;\U+2205 ESP. d COLUMNA ó VIGA r 5 5 \A1; a \A1;.80 \A1;.80 \A1;.50 \A1;.50 \A1;2.00 \A1;.15 \A1;1.00 \A1;.15 \A1;.60 (TIP.) \A1;.15 \A1;.60 \A1;.15 \A1;.90 \A1;.60 \A1;.15 \A1;2.00 \A1;.15 \A1;.15 \A1;1.50 \A1;.15 \A1;d1.20 \A1;.17 \A1;.17 \A1;.50 \A1;.50 \A1;.15 \A1;.30 \A1;1.40 \A1;.30 \A1;1.55 \A1;.30 \A1;.17 \A1;1.20 \A1;.17 \A1;d1.20 \A1;.17 \A1;.17 \A1;1.20 \A1;1.20 \A1;.50 \A1;.50 \A1;.15 \A1;.30 \A1;.10 \A1;.15 \A1;.10 \A1;.30 \A1;.10 \A1;.50 \A1;1.10 \A1;.40 \A1;.10 \A1;.15 \A1;.20 \A1;.50 \A1;.80x.80 \A1;d=.25 \A1;.50x.50 \A1;.10 \A1;.20 \A1;.50 \A1;1.00 \A1;.50 \A1;.50 \A1;.30 \A1;.30 \A1;.20 \A1;.24 \A1;.23 \A1;.15 \A1;.15 N.+VAR. N.+VAR. \A1;5.15 \A1;3.05 \A1;7.65 \A1;4.25 \A1;3.55 \A1;2.20 \A1;3.55 \A1;4.25 \A1;2.05 \A1;4.20 \A1;6.65 \A1;.40 \A1;.40 \A1;.20 \A1;VAR. \A1;.40 \A1;.15 N.+2.32 N.+2.32 \A1;.30 \A1;b.xt. \A1;.30 \A1;.20 \A1;.25 \A1;5.15 \A1;3.05 \A1;7.65 \A1;2.20 \A1;3.55 \A1;4.25 \A1;2.05 \A1;4.20 \A1;6.65 \A1;.20 \A1;.35 \A1;.15 \A1;.15 \A1;.325 \A1;.175 \A1;.20 \A1;.125 \A1;.30 \A1;.50 \A1;.15 \A1;.20 \A1;VAR. \A1;.15 \A1;VAR. MIN.=.60 MAX.=1.30 \A1;.15 \A1;.20 \A1;.60 \A1;.25 \A1;.20 \A1;.15 \A1;.35 \A1;.20 \A1;.15 \A1;.20 \A1;.15 \A1;.30 \A1;.50 \A1;.15 \A1;.15 \A1;.35 \A1;.20 \A1;.15 \A1;.15 \A1;.40 \A1;.20 \A1;.42 \A1;.40 \A1;.20 \A1;.15 \A1;.15 \A1;.20 \A1;.15 \A1;.45 \A1;.20 \A1;.05 \A1;.40 \A1;.20 \A1;.20 \A1;.15 \A1;VAR. \A1;VAR. MIN.=.60 MAX.=1.42 \A1;.15 \A1;.55 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.35 \A1;.20 \A1;.15 \A1;.35 \A1;.25 \A1;.10 \A1;.15 \A1;.20 \A1;.15 \A1;~\A1;.31 \A1;.15 \A1;~\A1;.31 \A1;.60 \A1;.20 \A1;.15 \A1;.20 \A1;.15 \A1;.45.44 \A1;.15(TIP) \A1;.15 \A1;.80 \A1;.15 \A1;.20 \A1;.12 \A1;VAR. MAX.=.40 \A1;.08 \A1;.12 \A1;.12 \A1;.24 \A1;.15 \A1;VAR. MIN.=.30 MAX.=.92 \A1;.20 \A1;VAR. MIN. 1.45 MAX.=2.6 \A1;.10 \A1;.40 \A1;.15 \A1;.20 \A1;.40 \A1;.80 \A1;.20 \A1;.20 \A1;.15 \A1;~\A1;.27 \A1;.15 \A1;.40 \A1;VAR. VER ARQUITECTURA \A1;.20 \A1;.20 \A1;.40 \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.40 \A1;VAR. VER ARQUITECTURA \A1;.25 \A1;.15 \A1;.40 \A1;.20 \A1;~\A1;.27 \A1;.15 \A1;.45 \A1;.15 \A1;5.15 \A1;3.05 \A1;7.65 \A1;2.20 \A1;2.05 \A1;3.55 \A1;4.25 \A1;4.20 \A1;6.65 \A1;3.55 \A1;4.25 \A1;3.55 \A1;4.25 \A1;h=viga \A1;.25 \A1;.20 \A1;.20 \A1;.10 \A1;.20 \A1;.10 \A1;.15 \A1;.20 \A1;.20 \A1;.025 ó 1″ \A1;.10 \A1;.175 ó 7″ \A1;.15 \A1;.025 \A1;.10 \A1;.225 \A1;.15 \A1;.30 \A1;.25 \A1;.13 \A1;1.00 \A1;.18 \A1;.20 \A1;.10 \A1;.50 \A1;.50 \A1;1.00 \A1;.25 \A1;.125 \A1;1.00 \A1;.25 \A1;.25 \A1;.15 \A1;.125 B C D A 1 2 3 1 2 3 5.147210389550309 3.049999999988358 7.650000000023283 4.249999815598129 5 F 2.200000000011641 5 4.249999817460774 E’ C’ B D E A F C D’ E 2.049999999988358 5 5 E E C B D D C A B A \A1;5.15 \A1;3.05 \A1;7.65 \A1;4.25 \A1;3.55 \A1;2.20 \A1;3.55 \A1;4.25 \A1;2.05 \A1;4.20 \A1;6.65 P-1 2.50 1.80 0.0 V-1 0.70 0.60 1.80 P-2 2.10 0.80 0.0 P-3 2.10 0.90 0.0 P-3 2.10 0.90 0.0 P-2 2.10 0.80 0.0 P-2 2.10 0.80 0.0 P-5 2.10 1.00 0.0 P-2 2.10 0.80 0.0 P-4 2.10 0.70 0.0 P-5 2.10 0.95 0.0 P-3 2.10 0.95 0.0 P-3 2.10 0.90 0.0 V-2 1.50 1.90 1.00 V-1 0.70 0.60 1.80 V-3 1.50 2.20-1.90 1.00 V-4 1.50 2.20-2.30 1.00 V-6 2.00 2.70 1.00 V-7 2.00 2.00 1.00 V-9 0.60 1.35 1.50 V-5 2.00 1.50-0.70 1.00 V-8 1.10 1.95-2.80 1.00 P-5 2.10 1.00 0.0 V-13 0.30 1.15 1.80 V-1 0.70 0.60 1.80 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 \A1;.15 \A1;1.25 C1 2d1/2″ 4d1/2″ \A1;6d3/8″+6d1/2″ 4 \U+22051/4″@.20 5 5 5 5 5 5 5 C2 2d1/2″ \A1;2d3/8″+4d1/2″ 2 \U+22051/4″@.20 5 5 5 2d1/2″ \A1;2d3/8″+2d1/2″ 2 \U+22051/4″@.20 C7 5 5 5 2d1/2″ \A1;2d3/8″+2d1/2″ 2 \U+22051/4″@.20 C9 5 5 2d1/2″ 2d1/2″ \A1;4d3/8″+4d1/2″ 2 \U+22051/4″@.20 C8 5 5 C10 5 5 5 4d1/2″ C4 C3 C5 5 5 7d1/2″ 2 d1/4″@.30 C5 5 5 5 5 5 6d1/2″ 2 d1/4″@.30 5 5 C1 C2 C3 C3 C3 C3 4d1/2″ d1/4″@.20 \A1;2d3/8″+4d1/2″ 2 d1/4″@.30 C3 C3 C6 C5 C3 C3 5 5 5 5 5 5 2d1/2″ 2d1/2″ 2d1/2″ \A1;d3/8″@.20 \A1;d3/8″@.20 \A1;d3/8″@.20 PLACA P1 PLACA P2 \A1;4d1/2″ 1/4″@.20 \A1;d3/8″@.20 \A1;4d1/2″ 1/4″@.20 5 5 5 5 5 5 5 5 5 \A1;4d1/2″ 1/4″@.20 \A1;6d1/2″ 1/4″@.20 \A1;d3/8″@.20 \A1;d3/8″@.20 2d1/2″ PLACA P3 5 5 5 5 5 5 5 5 5 2d1/2″ 2d1/2″ 2d1/2″ 4d1/2″ 1/4″@.20 4d1/2″ 1/4″@.20 \A1;d3/8″@.20 \A1;d3/8″@.20 \A1;d3/8″@.20 \A1;d3/8″@.20 PLACA P8 5 5 5 2d1/2″ \A1;d3/8″@.20 \L\C5;PLANTA \fArial|b0|i1|c0|p34;CIMENTACION\fArial|b0|i1|c161|p34;\H0.6x;\l\C4; (NIVEL IDICADO) \H1.133x;\Q15;\C2;S/C=500Kg/m2 \H0.8826x;\Q0;\C4;(f’c=175Kg/cm\H1.2x;2\H0.8333x;) (LOSA PISO e=.15m) \Fromans|c0;\H0.6667x;\Q15;\C256;ESC:1/50 \LPLACA P10\H1.786x; \Fromans|c0;\H0.4x;\Q15;\l\C256;1er PISO \L\C5;PLACA P\fArial|b0|i1|c0|p34;4\fArial|b0|i1|c161|p34;\H1.786x; \Fromans|c0;\H0.4x;\Q15;\l\C256;2do PISO 2d1/2″ 2d1/2″ 5 5 \A1;d3/8″@.20 5 5 5 \L\C5;PLACA P\fArial|b0|i1|c0|p34;9 5 \A1;d3/8″@.20 4d1/2″ 1/4″@.20 5 5 2d1/2″ 2d1/2″ \A1;d3/8″@.20 \L\C5;PLACA P\fArial|b0|i1|c0|p34;6 \Fromans|c0;\H0.7144x;\Q15;\l\C256;2do PISO 5 5 5 5 5 \A1;d3/8″@.20 \A1;d3/8″@.20 \A1;d3/8″@.20 2d1/2″ 2d1/2″ 4d1/2″ 4d1/2″ \L\C5;PLACA P\fArial|b0|i1|c0|p34;7 4d1/2″ 1/4″@.20 4d1/2″ 1/4″@.20 \A1;d3/8″@.20 \L\C5;PLACA P\fArial|b0|i1|c0|p34;5\fArial|b0|i1|c161|p34;\H1.786x; \Fromans|c0;\H0.4x;\Q15;\l\C256;2do PISO 5 5 5 5 4d1/2″ 1/4″@.20 4d1/2″ 1/4″@.20 \A1;d3/8″@.20 5 2d1/2″ \A1;d3/8″@.20 5 \L\C5;PLACA P\fArial|b0|i1|c0|p34;5\fArial|b0|i1|c161|p34;\H1.786x; \Fromans|c0;\H0.4x;\Q15;\l\C256;1er PISO 5 5 C3 5 5 5 2d1/2″ \A1;d3/8″@.20 \L\C5;PLACA P\fArial|b0|i1|c0|p34;4\fArial|b0|i1|c161|p34;\H1.786x; \Fromans|c0;\H0.4x;\Q15;\l\C256;1er PISO C3 C9 C8 C3 C3 PLACA P6 C5 C3 PLACA P5 PLACA P10 PLACA P8 PLACA P4 C4 C4 PLACA P10 C2 C1 PLACA P6 C8 C8 C8 C3 C3 C3 PLACA P5 PLACA P4 C10 PLACA P9 C3 PLACA P1 PLACA P2 PLACA P7 PLACA P11 5 5 2d1/2″ 2d1/2″ \A1;d3/8″@.20 \L\C5;PLACA P1\fArial|b0|i1|c0|p34;1 C3 XXIX 5 5 d3/8″ d3/8″ d3/8″ 5 5 d3/8″ d3/8″ d3/8″ 5 5 d3/8″ d3/8″ d3/8″ 5 5 d3/8″ d3/8″ d3/8″ II II II II VIII C5 C1 C2 C3 C3 C3 C3 C3 C3 C6 C5 C4 C3 \LENCOFRADO LOSA ALIGERADA 1er. NIVEL\fArial|b0|i1|c161|p34;\H0.6x;\l\C4; (NIVEL IDICADO) \H1.133x;\Q15;\C2;S/C=\fArial|b0|i1|c0|p34;200\fArial|b0|i1|c161|p34;Kg/m2 \H0.8826x;\Q0;\C4;(f’c=175Kg/cm\H1.2x;2\H0.8333x;) (LOSA PISO e=.\fArial|b0|i1|c0|p34;20\fArial|b0|i1|c161|p34;m) \Fromans|c0;\H0.6667x;\Q15;\C256;ESC:1/50 C2 C3 C9 C8 C3 C3 PLACA P6 C5 C3 PLACA P5 PLACA P10 C7 PLACA P8 PLACA P4 C4 C4 C8 C3 PLACA P9 C3 PLACA P7 III III d8mm d1/2″ 5 5 d1/2″ d1/2″ d3/8″ 5 5 d1/2″ d3/8″ d3/8″ * * 5 5 5 d8mm d3/8″ d3/8″ 5 5 d1/2″ d8mm d8mm 5 5 5 5 5 d8mm d8mm PLACA P3 PLACA P1 PLACA P2 PLACA P11 PLACA P3 \L\C5;ESCALERA\fArial|b0|i1|c0|p34; \fArial|b0|i1|c204|p34;\H0.85x;\Q15;\l\C2;S/C=200Kg/m2\H0.8824x;\Q0;\C4; (ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;\W1;ESC:1/25 B B A A A A C C C C C C C C A A A A 5 5 C6 4d1/2″ d1/4″@.30 XV EJE H- PARAMETROS SISMICOS: R 0.75×6.00=4.50 2.5 Z U S C P F- TRASLAPES “Le” (TRACCION): C- RECUBRIMIENTOS MINIMOS: V x/y= Rx= Ry= Y TIPICO Z= U= S= C= 1.2 1.0 0.4 0.75×6.00=4.50 PLANTA REFERENCIAL I- MAXIMOS DESPLAZAMIENTOS INELASTICOS: MAX. ABSOLUTOS EJE YY : 0.50cm. MAX. RELATIVOS EJE XX : 0.35cm. A- MATERIALES: D- RESUMEN DE LAS CONDICIONES DE CIMENTACION: INDICADAS EN PLANTA E- SOBRECARGAS: ESPECIFICACIONES TECNICAS G- NORMAS Y REGLAMENTOS: SIN ESCALA MAX. ABSOLUTOS EJE XX : 0.40cm. MAX. RELATIVOS EJE YY : 0.41cm. – NOTAS: X B- ALBAÑILERIA CONFINADA: f’c= 210 Kg/cm2 CONCRETO ARMADO \W4.00000; VIGAS y COLUMNAS PORTICOS f’c= 175 Kg/cm2 RESTO DE ELEMENTOS \W4.00000; DE CONCRETO ARMADO f’c= 100 Kg/cm2 CONCRETO CICLOPEO fy= 4200 Kg/cm2 ACERO CORRUGADO 1)- PARA EL CONCRETO EN GENERAL USAR CEMENTO TIPO I \H5x; 2)- PARA LA CISTERNA Y TANQUE ELEVADO USAR CEMENTO TIPO V\H0.2x; \H5x; 3)- PARA MITIGAR LAS FISURAS EN EL CONCRETO DE LOS MUROS Y LOSAS, USAR “FIBERMESH MD” Ó “DRAMIX” Ó SIMILAR. f’m= 65 Kg/cm2 \H5x; f’b= 145 Kg/cm2 \H0.2x; \H5x; TIPO “MACIZO” ESP. MAX. VACIOS 30% \H0.2x; \H5x; ESP. MUROS 15 cm. MORTERO 1:5 C/A. \H0.2x; \H5x; ESP. JUNTA 1.3cm. MAX. 0.9cm.MIN. VIGAS (h.> 25cm.) 4.00cm. VIGAS (h.< 25cm.) 2.50cm. LOSAS (h.< 20cm.) 2.00cm. COLUMNAS ESTRUCTURALES 4.00cm. COLUMNAS CONFINAMIENTO 2.50cm. ZAPATAS 7.50cm. PLACAS 2.50cm. MUROS 2.50cm. SEGUN E.M.S. : \H1.25x; =3.00Kg/cm2 y Df=-1.50m. \H0.5x; \H2x; ESTRATO A APOYAR "SUELO GRAVOSO" NORMAS E-010 NORMAS E-020 \H5x; NORMAS E-030 \H0.2x; \H5x; NORMAS E-050 \H0.2x; \H5x; NORMAS E-060 \H0.2x; \H5x; \H0.2x; \H5x; NORMAS E-070 DEL REGLAMENTO NACIONAL \H0.2x; \H5x; DE EDIFICACIONES DEL PERU Y NORMAS PARA MUROS \H0.2x; \H5x; DE EDIFICIOS CON DUCTILIDAD LIMITADA \H0.2x; \H5x; Y ACI 318 S-2006 Ø 3/8" 44cm. Ø 1/2" 55cm. Ø 5/8" 70cm. EJE EJE EJE EJE EJE EJE EJE EJE EJE EJE EJE EJE EJE EJE EJE EJE EJE EJE XV III XV III I I I I III III XIII XXIII XXIV XXII XXI XI VI III XVI XVII XVIII d3/8" d3/8" 5 XX III XX III XVIII V XXV III III XII 5 .50 5 2d5/8" SECC VIGA 5 5 5 h. VIGA 5 5 dESP.@.10 b.xt. d COLUMNA \L\C5;DETALLE \fArial|b0|i1|c0|p34;DE\fArial|b0|i1|c162|p34; NACIMIENTO DE COLUMNA EN VIGA\fArial|b0|i1|c0|p34; PERALTADA\fArial|b0|i1|c162|p34;\H0.5714x;\l\C256; \H1.5x;\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;ESC.:1/25 5 * N.F.P.-0.225 N.F.P.-0.225 N.F.P.-0.225 N.F.P.-0.225 N.F.P.-0.05 N.F.P.-0.225 N.F.P.-0.225 N.F.P.-0.225 III N.F.P.-0.225 5 5 5 5 5 5 \A1;\Q15;d3/8"@.25 (SUP.) 5 d3/8"@.25 (HOR. Y VERT.) 5 5 d3/8"@.25 (HOR. Y VERT.) VER d EN PLANTA USAR SIKA TOP100 O SIMILAR USAR SIKA TOP100 O SIMILAR USAR SIKA TOP100 O SIMILAR VER d EN PLANTA SOLADO f'c=100Kg/cm² 5 5 5 5 5 5 5 5 5 5 5 <> (TIP.) \L\C5;CORTE \fArial|b0|i1|c0|p34;D-D: CISTERNA Y CUARTO DE BOMBAS\fArial|b0|i1|c162|p34;\H1.167x; \H0.8571x;\l\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;\W1;ESC.:1/25 2d3/8″ 2d3/8″ N.-0.35 5 d3/8″@.25 (HOR. Y VERT.) VER d EN PLANTA N.-1.90 SOLADO f’c=100Kg/cm² 5 5 5 5 5 4d1/2″ 5 5 5 5 5 5 D D \A1;\Q15;d3/8″@.25 (SUP.) PISO TANQUE SEPTICO LOSA SOLIDA e.=0.15 (N.-1.90) 5 5 5 <> d3/8″@.30 (HOR. Y VERT.) 5 5 d3/8″@.30 (HOR. Y VERT.) VER d EN PLANTA 5 <> 5 5 5 5 <> 5 5 5 5 5 5 2d1/2″ 2d1/2″ \L\C5;CORTE \fArial|b0|i1|c0|p34;F-F (TANQUE SEPTICO)\fArial|b0|i1|c161|p34;\H0.9375x;\l\C4; \fArial|b0|i1|c0|p34; (ELEVACION)\fArial|b0|i1|c161|p34; \Fromans|c0;\H0.6667x;\Q15;\C256;ESC:1/25 d3/8″@.25 5 5 5 5 PISO POZO DE PERCLACION PIEDRA CHANCADA DE 1″ MAX. 5 5 F F dB dA dB dA dB dA dB dA dC dC 5 5 5 5 5 5 \L\C5;TAPA TANQUE SEPTICO \H0.8571x;\l\C4;LOSA SOLIDA e=0.15m\fArial|b0|i1|c0|p34; \fArial|b0|i1|c161|p34;(PLANTA)\fArial|b0|i1|c0|p34;\Q15;\C2; \Fromans|c0;\H0.6667x;\C256;(VER TABLA 1)\fArial|b0|i1|c0|p34;\C2; \Fromans|c0;\W1;\C256;ESC.:1/25 F F E E D dB dA dB dA dA dB dB dA dC VIGA DE MADERA VM (10x20cm) 17 VIGUETAS DE MADERA (5x15cm) S=41.4% S=41.4% VIGA DE MADERA VM (10x20cm) VIGA DE MADERA VM (10x20cm) VIGA DE MADERA VM (10x20cm) VIGA DE MADERA VM (10x30cm) 2 VIGAS DE MADERA (10x20cm) VIGA DE MADERA VM (15x30cm) 6 VIGUETAS DE MADERA VM (10x15cm) VIGA DE MADERA VM (15x30cm) S=48.8% S=42.45% S=42.45% S=48.8% S=42.45% S=48.8% 5 5 d3/8″ d3/8″ d3/8″ XXVII XXVI XXVII XXVI XXVI VER DETALLE D-8 XXXII XXXII VER DETALLE D-2 VER DETALLE D-3 VER DETALLE D-4 VER DETALLE D-5 (TIP.) VER DETALLE D-6 (TIP.) XXVI XXVI 15Kg/cm2 210Kg/cm2 MODULO ELASTICO 2)TRACCION PARALELA: GRUPO A: TIPO “PUMAQUIRO” o’ SIMILAR 3)COMPRESION PERPENDICULAR: 4)CORTE: 1)FLEXION: A) ESFUERZO : 40Kg/cm2 Emax: 130000k/cm2 Emin: 95000Kg/cm2 145Kg/cm2 d3/8″ d3/8″ d3/8″ d3/8″ VER DETALLE D-5 VER DETALLE D-5 VER DETALLE D-7 (TIP.) 11 VIGUETAS DE MADERA VM (7.5x10cm) C10 A A A A A A A A A A A A B B A A A A A A A A A A A A A A A A A A B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B C C C C C C C C C C C C C C C C Z1 5 5 IX IX IX IX XIX XIX III XXV XXVII 5 5 5 5 5 5 dC dC <> (TIP.) 5 C2 C7 C10 CIMIENTO ESCALERA 5 dA dB 5 5 5 5 5 5 5 5 5 d<> 5 5 \L\C5;TAPA \fArial|b0|i1|c162|p34;POZO DE \fArial|b0|i1|c0|p34;PERCOLAC\fArial|b0|i1|c162|p34;ION\l\C4; \H0.8571x;(PLANTA)\fArial|b0|i1|c0|p34;\H1.867x;\Q15;\C2; \Fromans|c0;\H0.3572x;\C256;(VER TABLA 1) ESC:1/50 5 5 PIEDRA CHANCADA DE 1″ MAX. 4d1/2″ d1/4″@.25 4d1/2″ d1/4″@.25 5 5 5 5 \L\C5;CORTE \fArial|b0|i1|c0|p34;E-E (POZO DE PERCOLACION)\fArial|b0|i1|c161|p34;\H0.8571x;\l\C4; \fArial|b0|i1|c0|p34; (ELEVACION)\fArial|b0|i1|c161|p34; \Fromans|c0;\H0.6667x;\Q15;\C256;ESC:1/25 5 5 4d1/2″ d1/4″@.25 5 5 5 4d1/2″ d1/4″@.25 ROCA ROCA ROCA N.F.P. E E dA dB dA dB dA dB dA dB dC dC d<> 5 5 D \L\C5;TAPA \fArial|b0|i1|c0|p34;DE CISTERNA Y CUARTO DE BOMBAS\fArial|b0|i1|c161|p34; \H0.8571x;\l\C4;LOSA SOLIDA e=0.15m\fArial|b0|i1|c0|p34; \Q15;\C2;S/C=200Kg/m\H0.9999x;\Q0;²\fArial|b0|i1|c161|p34;\C4; (PLANTA)\Q15;\C2; \Fromans|c0;\H0.7997x;\C256;(VER TABLA 1)\fArial|b0|i1|c0|p34;\H1.25x;\C2; \Fromans|c0;\H0.6667x;\W1;\C256;ESC.:1/50 5 <> 5 <> .15 5 5 .15 5 5 \LCIMIENTO DE MURO CENTRAL (CORTE B-B)\fArial|b0|i1|c204|p34;\H0.5714x;\l\C256; \H1.5x;\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;ESC.:1/25 5 N.F.P. N.F.P. <> 5 5 .10 N.F.P. .15 \L\C5;CIMIENTO DE PLACAS\fArial|b0|i1|c0|p34; (CORTE C-C)\fArial|b0|i1|c204|p34; \H0.8571x;\l\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;\W1;ESC.:1/25 d DE PLACA \L\C5;CIMIENTO DE\fArial|b0|i1|c0|p34; VANOS\fArial|b0|i1|c204|p34; (CORTE \fArial|b0|i1|c0|p34;A\fArial|b0|i1|c204|p34;-\fArial|b0|i1|c0|p34;A\fArial|b0|i1|c204|p34;)\H0.5714x;\l\C256; \H1.5x;\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;ESC.:1/25 PLACA P3 PLACA P3 SECC. XXIX – XXIX 5 5 CM \Q15;\LDETALLE DE ANCLAJE (TIP.) COLUMNA DE MADERA CM EN ZAPATA SIMPLE (Z1) \l\C4;(ELEVACION)\H1.167x;\C256; \Fromans|c0;\H0.5713x;\W1;\C3;ESC:1/25 .80x<> d=<> <>x.50 5 <> 3mm (TIP.) 2 PERNOS d3/8″ (@ SENTIDO) CON ROSCA TUERCA Y ARANDELA FUNDA METALICA e=4mm. COLUMNA DE MADERA \U+214A 500x500x6mm. d1/4″@.20 N.F.P .50 5 4d1/2″ SOLDADO A LA \U+214A 5 5 CM 5 LOSA SOLIDA e=0.20mts. MALLA d3/8″@.40 (SUP.) d3/8″@.20 (INF.) 5 dTEMPERATURA 5 5 5 5 5 \L\C5;ENCOFRADO \fArial|b0|i1|c0|p34;2do.\fArial|b0|i1|c238|p34; NIVEL\fArial|b0|i1|c0|p34; \fArial|b0|i1|c204|p34;\H0.8x;TECHO LIVIANO DE MADERA \H0.8497x;\Q15;\l\C2;S\fArial|b0|i1|c238|p34;/C=\fArial|b0|i1|c0|p34;3\fArial|b0|i1|c238|p34;0Kg/m\fArial|b0|i1|c0|p34;2 \H0.8826x;\Q0;\C4;,(\fArial|b0|i1|c238|p34;N.+\fArial|b0|i1|c0|p34;VAR.)\H0.8x; \Fromans|c0;\H0.8338x;\Q15;\C256;ESC:1/50 VIGA DE MADERA VM (10x25cm) VIGA DE MADERA VM (10x25cm) VIGA DE MADERA VM (10x25cm) VIGA DE MADERA VM (10x25cm) VIII X X X XIII III III XIX III V V XIV IV IV B C D A 1 2 3 5 5 5 5 5 F 5 5 5 E’ C’ B D E A F C D’ E 5 5 5 1 2 3 d8mm d8mm 5 5 d8mm 5 VAR. 5 5 4d3/8″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. SECC. XXIV – XXIV VER DETALLE D-1 SECC. IX – IX C3 C3 ESC1/25 5 b.xt. MURO DE LADRILLO 1 1 5 .20 5 4d3/8″ d1/4″@.30 CORTE 1-1 d1/4″@.30 2d3/8″ 2d3/8″ DETALLE D-1 TIPICO DE DINTEL ESC 1/25 (ELEVACION) B C D A 1 2 3 5 5 5 F 5 5 5 E’ C’ B D E A F C D’ E 5 5 5 1 2 3 5 SEGUN CASO 5 5 SECC. III-III 4d3/8″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. 5 5 5 5 5 SECC. I – I 2d5/8″+2d1/2″ d3/8″1@.05,8@.10, R@.25 APARTIR DEL APOYO dMAYOR 5 5 5 5 VAR. SECC. X – X 2d5/8″+2d1/2″+4d3/8″ d3/8″1@.05,8@.10, R@.25 EN C/EXT. 2d5/8″ 5 VAR. MIN.=<> MAX.=1.30 N.+VAR. SEGUN CASO 2d1/2″ 5 5 SECC. XI – XI 2d5/8″+2d1/2″+2d3/8″ d3/8″1@.05,8@.10, R@.25 APARTIR DEL APOYO 2d5/8″ 5 2d1/2″ 5 5 SECC. II-II 4d1/2″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. N.+VAR. 4d3/8″ d1/4″1@.05,8@.10, R@.20 EN C/EXT. 5 5 N.+2.375 SECC. XIV – XIV SECC. V-V 5 5 4d1/2″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. SECC. XIII – XIII 5 5 5 5 4d1/2″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. 5 SECC. IV – IV 4d1/2″ d1/4″1@.05,8@.10, R@.20 EN C/EXT. 5 5 SECC. XV – XV 5 5 5 5 5 5 5 5 5 5 5 4d1/2″+2d3/8″ d1/4″1@.05,8@.10, R@.25 EN C/EXT. 2d3/8″ N.+VAR. N.+VAR. 4d1/2″ d1/4″1@.05,R@.10, 4d1/2″ d1/4″1@.05,8@.10, R@.20 EN C/EXT. SECC. XVII – XVII SECC. XVI – XVI 4d1/2″ d1/4″1@.05,8@.10, R@.20 EN C/EXT. 5 5 SECC. XVIII – XVIII 5 5 5 5 5 5 2d5/8″+2d1/2″+6d3/8″ d3/8″1@.05,10@.10, R@.25 EN C/EXT. 2d3/8″ N.+VAR. SECC. XIX – XIX VAR. 2d5/8″ 2d1/2″ VAR. MIN.=.60 MAX.=1.42 4d1/2″ d1/4″1@.05,8@.10, R@.20 EN C/EXT. 5 5 SECC. XX – XX 5 5 5 N.+VAR. SECC. XII – XII 5 5 4d1/2″ d1/4″1@.05,8@.10, R@.20 EN C/EXT. SEGUN CASO 4d1/2″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. 5 5 5 5 5 4d3/8″ d1/4″@.30 4d1/2″ d1/4″1@.05,8@.10, R@.20 EN C/EXT. 5 5 SEGUN CASO SEGUN CASO SECC. VI – VI SECC. VII – VII SECC. VIII – VIII 5 ~\A1;<> 5 ~\A1;<> 4d3/8″ d1/4″,1@.05, 8@.10,R@.30 4d1/2″ d1/4″,1@.05, 8@.10,R@.30 1d3/8″ CORRIDO MORTERO 1:6 C/A VIGA MADERA (10x20cm) SECC. XXII – XXII SECC. XXI – XXI 1d3/8″ CORRIDO MORTERO 1:6 C/A VIGA MADERA (10x20cm) 5 5 6d1/2″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. 5 4d1/2″ d1/4″@.10 5 5 5 1d3/8″ CORRIDO MORTERO 1:6 C/A VIGA MADERA (5.0x15cm) 4d3/8″ d1/4″,1@.05, 5@.10,R@.30 <>.44 VIGUETA DE MADERA 3″X4″ <>(TIP) 5 5 5 5 5 VAR. MAX.=.40 5 5 5 d3/8″@.20 d3/8″@.40 4d1/2″ d1/4″@.10 \Q15;\LSECCION DE VIGAS \l\C4;(ELEVACION)\H1.167x;\C256; \Fromans|c0;\H0.5713x;\W1;\C3;ESC:1/25 XXII SEGUN CASO 5 SECC. XXIII – XXIII 2d5/8″+2d1/2″+4d3/8″ d3/8″1@.05,8@.10, R@.25 EN C/EXT. 2d5/8″ VAR. MIN.=.30 MAX.=.92 N.+VAR. SEGUN CASO 2d1/2″ 5 1d3/8″ CORRIDO MORTERO 1:6 C/A VAR. MIN. 1.45 MAX.=2.6 4d1/2″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. 5 5 5 SECC. XXV – XXV 4d3/8″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. 5 1d3/8″ CORRIDO MORTERO 1:6 C/A 5 .80 5 4d1/2″ d1/4″,1@.05, 8@.10,R@.25 N.+VAR. 5 1d3/8″ CORRIDO MORTERO 1:6 C/A XXVIII 5 ~\A1;<> 2d5/8″+2d1/2″ d3/8″,1@.05, 5@.10,R@.20 SECC. XXVI – XXVI 1d3/8″ CORRIDO MORTERO 1:6 C/A VIGA MADERA (10x20cm) 2d5/8″ 5 SECC. XXVII – XXVII 4d3/8″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. 5 VAR. VER ARQUITECTURA 5 2d5/8″+2d1/2″ d3/8″,1@.05, 8@.10,R@.25 SECC. XXVIII – XXVIII 5 1d3/8″ CORRIDO MORTERO 1:6 C/A 5 4d1/2″ d1/4″,1@.05, 8@.10,R@.25 5 6d1/2″ 2 d1/4″,1@.05, 8@.10,R@.25 5 1d3/8″ CORRIDO MORTERO 1:6 C/A XXX XXX 5 SECC. XXX – XXX 4d3/8″ d1/4″1@.05,5@.10, R@.20 EN C/EXT. 5 VAR. VER ARQUITECTURA 5 4d1/2″ d1/4″,1@.05, 8@.10,R@.25 5 1d3/8″ CORRIDO MORTERO 1:6 C/A XXX XXX XXX 4d1/2″ d1/4″1@.05,8@.10, R@.20 EN C/EXT. 5 5 SECC. XXXI – XXXI 5 XXXI ~\A1;<> 4d1/2″ d3/8″,1@.05, 5@.10,R@.20 SECC. XXXII – XXXII 1d3/8″ CORRIDO MORTERO 1:6 C/A VIGA MADERA (10x20cm) 5 5 XXX 5 5 5 5 5 5 5 5 5 5 D’ 5 5 5 5 \Q15;\LSECCION DE COLUMNAS \l\C4;(PLANTA)\H1.167x;\C256; \Fromans|c0;\H0.5713x;\W1;\C3;ESC:1/25 \Q15;\LSECCION DE PLACAS \l\C4;(PLANTA)\H1.167x;\C256; \Fromans|c0;\H0.5713x;\W1;\C3;ESC:1/25 \LDETALLE D-2 UNION DE VIGA DE MADERA Y PLACA P3 \H0.8571x;\l\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;\C3;ESC:1/10 h=viga PLACA P3 VIGA DE MADERA (10x20cm.) 5 \U+214A nº2 10x20x.04mm (SOLDADO A LA \U+214A nº1) \U+214A nº1 15x20x.04mm (INSERTADA) d1/2″ LISO 3mm (TIP.) d3/8″ CON ROSCA, TUERCA y ARANDELA .20 3mm PLACA P2 (TIP.) \LDETALLE D-3 UNION DE VIGA DE MADERA Y PLACA P2 \H0.8571x;\l\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;\C3;ESC:1/10 VIGA DE MADERA (10x20cm.) d1/2″ LISO d3/8″ CON ROSCA, TUERCA y ARANDELA \U+214A nº1 15x20x.04mm (INSERTADA) \U+214A nº2 10x20x.04mm (SOLDADO A LA \U+214A nº1) .20 .10 .20 <> 5d3/8″ CON ROSCA, TUERCA Y ARANDELA COLUMNA DE MADERA d=.25 VIGA DE MADERA (10x20cm.) VIGA DE MADERA (10x20cm.) 5d3/8″ CON ROSCA, TUERCA Y ARANDELA \U+214A METALICA e.=3mm \Q1;\W1.8;L\Q15;\W1; \U+214A METALICA .10x.10x3mm \LDETALLE D-4 UNION DE COLUMNA DE MADERA Y VIGAS DE MADERA \H0.8571x;\l\C4;(ISOMETRICO)\C256; \Fromans|c0;\H0.6667x;\Q15;\C3;S/E 5 5 5 5d3/8″ CON ROSCA, TUERCA Y ARANDELA 5d3/8″ CON ROSCA, TUERCA Y ARANDELA VIGA DE MADERA (15x30cm.) VIGA DE MADERA (10x20cm.) VIGA DE MADERA (10x20cm.) \Q1;\W1.8;L\Q15;\W1; \U+214A METALICA .10x.10x3mm \Q1;\W1.8;L\Q15;\W1; \U+214A METALICA .10x.10x3mm \U+214A METALICA .15x.075x3mm \LDETALLE D-5 UNION DE VIGAS DE MADERA \H0.8571x;\l\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;\C3;ESC:1/10 \LDETALLE D6 \H0.75x;\l\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;\C3;ESC:1/10 .025 ó 1″ 5 .175 ó 7″ 5 \Q15;\W1;VIGUETAS DE MADERA 5x15cm \Q15;\W1;VIGA DE MADERA 10x20cm \Q15;\W1;2 CLAVOS LANCEROS 3″@ LADO \LDETALLE D7 \H0.75x;\l\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;\C3;ESC:1/10 5 5 <> 5 \Q15;\W1;VIGUETAS DE MADERA 10x15cm \Q15;\W1;VIGA DE MADERA 10x25cm \Q15;\W1;2 CLAVOS LANCEROS 3″@ LADO 5 3mm COLUMNA C8 (TIP.) VIGA DE MADERA (15x30cm.) 5 d1/2″ LISO \U+214A nº1 15x30x.04mm (INSERTADA) \U+214A nº2 125x30x.04mm (SOLDADO A LA \U+214A nº1) 5 d1/2″ LISO \LDETALLE D-8 UNION DE VIGA DE MADERA CON COLUMNA C8 \H0.8571x;\l\C4;(ELEVACION)\C256; \Fromans|c0;\H0.6667x;\Q15;\C3;ESC:1/10 d3/8″@.30 5d3/8″/mt. NFP.+0.125 <> <> VER d TRANSVERSAL EN PLANTA \L\C5;1er.TRAMO \Fromans|c0;\H0.5714x;\Q15;\W1;\l\C256;ESCALERA Nº1 5 NFP-0.05 MAMPOSTERIA NFP.+2.65 5 .50 5 SECC. V-V SECC. V-V 5 5 5 5 5 (TIP.) 6d3/8″C/PASO d1/2″@.15 5 5 PASO TIPICO .125 C4 C4 C3 C3 C3 C3 C3 C3 C3 C3 5d3/8″/mt. 5d3/8″/mt. 5 5 2d1/2″ \A1;6d1/2″ 2 d3/8″@.20 \A1;d3/8″@.20 J- MADERA: