Plano Stake H ° A ° DWG Block for AutoCAD

Plano Stake H ° A ° DWG Block for AutoCAD

is a map staking H ° A °. Schemes have reinforced slabs and beams

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

territorial contribution, new building plan, single family Home, owned by: ibaldi, street: white white, circ., section, Apple, plot, esc .:, location sketch, district, sup ground, sup build, sup free, the appropriation of the plans does not, exempt from the obligation to possess, home…………………………………………, name of the construction manager clarifies., home…………………………………………, name of the designer clarifies, home ………………………………………., name of the calculator clarifies., home…………………………………………, name of the executor of the structure, home…………………………………………, signature of the executor, calculator signature, signature of the designer, signature of the construction manager, owner’s signature, ………………………………………….. .., permission to use., clarifies, bases, position, kind, dimensions, moments, arm, sep, settling, high plant outline, ground floor set-up, slabs, lights, loads, reactions, form of dismissal, coef. from emp, armor, pos., sep, beams, load, estrib., sep., folded, dimension, reac., light, shape, pose, columns, floor, loads, ant, steels, cant, dsl, estrivos, sep

Raw text data extracted from CAD file:

\A1;0.67 \A1;1.00 \A1;0.60 \A1;1.00 \A1;0.50 \A1;0.67 \A1;0.42 \A1;0.67 \A1;0.50 \A1;0.30 \A1;1.00 \A1;0.67 \A1;1.00 \A1;0.10 \A1;0.10 \A1;0.42 \A1;0.30 \A1;0.30 \A1;1.00 \A1;0.67 \A1;1.20 \A1;1.00 \A1;0.60 \A1;0.67 \A1;0.50 \A1;1.00 \A1;0.67 \A1;1.00 \A1;0.60 \A1;0.50 \A1;0.67 \A1;2.19 \A1;3.99 \A1;1.26 \A1;2.54 \A1;3.96 \A1;0.91 \A1;0.26 \A1;1.41 \A1;0.26 \A1;2.54 \A1;1.26 \A1;2.19 \A1;3.99 \A1;0.26 \A1;1.41 \A1;3.96 \A1;0.91 \A1;1.41 \A1;2.19 \A1;3.99 \A1;2.54 \A1;0.91 \A1;3.96 PARTIDA DE CONTRIBUCION TERRITORIAL Nº1565034 PLANO DE : OBRA NUEVA VIVIENDA UNIFAMILIAR PROPIEDAD DE: IBALDI CALLE: BLANCO ENCALADA 1770 CIRC. 15 SECCION 49 MANZANA 126 PARCELA 30a ESC.: 1:50 CROQUIS DE UBICACION DISTRITO SUP. TERRENO SUP. A CONSTRUIR SUP. LIBRE La apropiacion de los planos no exime de la obligacion de poseer Domicilio................................................ Nombre del Director de Obra aclara. Domicilio................................................ Nombre del Proyectista aclara Domicilio .............................................. Nombre del Calculista aclara. Domicilio................................................ Nombre del Ejecutor de la Estructura Domicilio................................................ U 2 3 Firma del Ejecutor Firma del Calculista Firma del Proyectista Firma del Director de Obra Firma del Propietario .................................................... .................................................... .................................................... .................................................... .................................................... permiso de uso. aclara. 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;\U+22056 c/30 \A1;\U+22056 c/30 \A1;\U+22058 c/20 \A1;\U+22056 c/25 \A1;\U+22058 c/18 \A1;\U+22056 c/30 \A1;\U+22058 c/18 \A1;\U+22056 c/30 \A1;\U+22056 c/30 \A1;\U+22058 c/40 \A1;\U+22058 c/40 \A1;\U+22056 c/25 \A1;\U+22058 c/20 \A1;\U+22056 c/30 \A1;C1 20 x 20 4\U+220512 \A1;C3 20 x 20 4\U+220512 \A1;C7 20 x 20 4\U+220512 \A1;C2 20 x 20 4\U+220512 \A1;C4 20 x 20 4\U+220512 \A1;C6 20 x 20 4\U+220512 \A1;C8 20 x 20 4\U+220512 \A1;C5 20 x 20 4\U+220512 \A1;viga 5 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 7 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 9 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 11 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 10 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 1 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 2 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 3 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 4 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 8 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 6 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;C1 20 x 20 4\U+220512 \A1;C3 20 x 20 4\U+220512 \A1;C7 20 x 20 4\U+220512 \A1;C2 20 x 20 4\U+220512 \A1;C4 20 x 20 4\U+220512 \A1;C6 20 x 20 4\U+220512 \A1;C8 20 x 20 4\U+220512 \A1;C5 20 x 20 4\U+220512 \A1;viga 5 15/30 3 6 + 3 10 \A1;viga 7 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 9 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 11 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 10 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 1 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 3 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 4 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 8 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 1 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;viga 2 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1;\U+22056 c/30 \A1;\U+22056 c/25 \A1;\U+22056 c/25 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1;viga 6 15/30 3 6 + 3 10 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1; E 6 \U+2205c/20 \A1;viga 1 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1; E 6 \U+2205c/20 \A1;viga 3 15/30 3 6 + 3 10 \A1; E 6 \U+2205c/20 \A1;viga 4 15/30 3 6 + 3 10 \A1; E 6 \U+2205c/20 \A1;viga 5 15/30 3 6 + 3 10 \A1; E 6 \U+2205c/20 \A1;\U+2205 \A1;\U+2205 \A1;\U+2205 \A1;\U+2205 \A1;viga 6 15/30 3 6 + 3 10 \A1; E 6 \U+2205c/20 \A1;\U+2205 \A1;\U+2205 \A1;viga 7 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1; E 6 \U+2205c/20 \A1;viga 8 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1; E 6 \U+2205c/20 \A1;viga 9 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1; E 6 \U+2205c/20 \A1;viga 10 15/30 3 6 + 3 10 \A1;\U+2205 \A1;\U+2205 \A1; E 6 \U+2205c/20 \A1; 8 \U+220512c/17 \A1; 7 \U+220512c/17 \A1; 8 \U+220512c/17 \A1; 7 \U+220512c/17 \A1; 8 \U+220512c/17 \A1; 7 \U+220512c/17 \A1; 8 \U+220512c/17 \A1; 7 \U+220512c/17 \A1; 8 \U+220512c/17 \A1; 7 \U+220512c/17 \A1; 8 \U+220512c/17 \A1; 7 \U+220512c/17 \A1; 8 \U+220512c/17 \A1; 7 \U+220512c/17 \A1; 8 \U+220512c/17 \A1; 7 \U+220512c/17 B1 80 x 80 B3 80 x 80 B5 80 x 80 B7 80 x 80 B2 80 x 80 B4 80 x 80 B6 80 x 80 B8 80 x 80 L2 12 L1 12 L3 12 L4 12 L2 12 L1 12 L3 12 L4 12 BASES POSICION TIPO DIMENSIONES MOMENTOS ARM. 1 ARM. 2 P S a1 a2 a3 d1 d2 D h b M1 M2 Ax Ay sep sep \A1;\U+2205 \A1;\U+2205 t m cm cm cm cm cm cm cm cm tm tm cm mm cm cm mm cm 2 2 1 2 3 4 5 6 7 8 c c c c c c c c 10 10 10 10 10 10 10 10 2.08 2.08 2.08 2.08 2.08 2.08 2.08 2.08 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 REPLANTEO DE BASES REPLANTEO DE PLANTA ALTA REPLANTEO DE PLANTA BAJA 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 80 80 80 80 80 80 80 80 75 75 75 75 75 75 75 75 25 25 25 25 25 25 25 25 8.90 8.90 8.90 8.90 8.90 8.90 8.90 8.90 4.49 4.49 4.49 4.49 4.49 4.49 4.49 4.49 7.92 7.92 7.92 7.92 7.92 7.92 7.92 7.92 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 18 18 18 18 18 18 18 18 7.07 7.07 7.07 7.07 7.07 7.07 7.07 7.07 LOSAS LUCES CARGAS REACCIONES H FORMA DE APEO COEF. DE EMP h d ARMADURAS Pos. M L1 L2 L3 L4 L5 L6 As sep Lx Ly m m q t/m 4 4 4 4 4 4 2.5 2.5 3 3 2.5 3 1 1 1 1 1 1 x y t t cm 1.49 2 1.49 1.49 2 2 0.61 0.80 0.61 0.80 0.61 0.80 1 1 1 1 1 1 0.8 0.8 0.8 0.8 0.8 0.8 x y tm tm 0.76 0.76 0.76 0.9 0.9 0.9 0.88 0.5 0.5 0.5 0.88 0.88 10 12 12 12 12 12 12 8 8 8 8 8 VIGAS carga \A1;\U+2205 mm cm cm 2 7.07 7.07 7.07 7.07 7.07 7.07 12 12 12 12 12 12 18 18 18 18 18 18 estrib. \A1;\U+2205 sep. 10 10 10 10 10 10 10 10 10 10 10 DOBLADAS 12 12 12 12 12 12 12 12 12 12 12 As DIMENS. REAC. mb (tm). luz 2 cm c/ \A1;\U+2205 c/ \A1;\U+2205 forma pose 10 12 10 12 q V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 V11 V12 V13 4 4 4 4 4 4 4 4 4 4 4 4 4 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 2 1.5 1.5 1.5 2 Ra Rb 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 2.3 2.3 1.1 1.1 1.1 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.7 1.7 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.3 bo d h 15 15 15 15 15 15 15 15 15 15 15 15 15 30 30 30 30 30 30 30 30 30 30 30 30 30 35 35 35 35 35 35 35 35 35 35 35 35 35 3.09 3 3 3 3 3 3 3 3 3 3 3 3 3/12 3/6 3/6 3/6 3/6 3/6 3/6 3/6 3/6 3/6 3/6 3/6 3/6 3/10 3/10 3/10 3/10 3/10 3/10 3/10 3/10 3/10 3/10 3/10 3/10 3/10 3/10 COLUMNAS PISO PA PA PA PA PA PB PB PB PB 1 1 2 2 3 3 4 4 CARGAS N t t 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 hp 2.35 2.35 2.35 2.35 2.35 2.35 2.35 2.35 48.5 48.5 48.5 48.5 48.5 48.5 48.5 48.5 Np t 2 2 2 2 2 2 2 2 HORMIGO ACEROS b d Ab Ab*Br t 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 400 400 400 400 400 400 400 400 cm cm cm 2 cant. dsl As Nº mm 2 cm 4 4 4 4 4 4 4 4 Nº t 12 12 12 12 12 12 12 12 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.52 4.52 88 88 88 88 88 88 88 88 44 44 44 44 44 44 44 44 ESTRIVOS \A1;\U+2205 sep cm mm 20 20 20 20 20 20 20 20 6 6 6 6 6 6 6 6

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, block, DWG, erdbebensicher strukturen, map, plano, reinforced, schemes, seismic structures, slabs, stake, stakeout, staking, strukturen