Plant Terrace Slab DWG Block for AutoCAD

Plant Terrace Slab DWG Block for AutoCAD

Terrace – Flagstone with respective columns ,rods , sticks and constructive specifications

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

ing. victor manuel alvarez martinez, Tabasco, State Goverment, Health, Secretary, ssa, State Goverment, lic. Manuel Andrade Diaz, constitutional governor of the state of Tabasco., Health Secretary, dr. jaime mier teran suarez., Secretary of Health, ing. victor manuel alvarez martinez, subdirection of conservation maintenance., I authorize, revised, draft, Location, flat, roof plant, key, graphic scale, draft, revised, arq red cobra semiramis, aprobo, scale, date, mts., Table of equivalence length of anchors overlaps, rods, rods, millimeters, inches, diameters, centimeters, maximum coarse aggregate, free coatings, diameters, reinforcing steel, for rods run canes, details of extreme anchors, anchors overlaps diameters., steel grade limit elastic minimum, High elastic steel minimum limit, do not overlap the steel in the same section., diameters, diameters, dices, trabs, columns, shoes, General notes, Design charges considered:, material specifications, seismic behavior factor, Check measurements with architectural plans., dimensions in centimeters, elevations in meters., resistance the compression f’c, all structural change must be authorized by the dept. of structures, Seismic coefficient considered, give the center of the slab boards a counter-arrow of cms., horizontal slab, concrete, horizontal slab, class, cut in solid slab, run one of each, two alternating rods, short, long, separation indicated in, the center of the clear, in the support, indicated separation, solid slab see armed in plant, concrete lock, proy refzo of castles, cut, red annealing wall, castle reinforcement projection, armed in plant, solid slab see, cut, dala de remate, solid slab see armed in plant, proy refzo of castles, cut, proy refzo of castles, lock, add, column, support for, castle, support for, lock, add, roof plant, rods, reinforcement in holes, in both beds, detail type of, cms., armed with rods, slab data, lock, add, Professional ID no., ing. eduardo ledesma magaña, responsible for structural design, integral architectural concept s.c., technical support, arq aracely del carmen lavalle alanis, Professional ID no., integral architectural concept s.c., cms., basic core health center, January of, ra Benito Juarez Tenosique

Raw text data extracted from CAD file:

\A1;l/4 \A1;L o l \A1;l/5 \A1;l/4 \A1;l/5 \A1;10 \A1;2190 \A1;390 \A1;390 \A1;360 \A1;540 \A1;510 \A1;1800 \A1;210 \A1;540 \A1;210 \A1;135 \A1;510 \A1;195 \A1;40 \A1;70 \A1;40 \A1;20 \A1;20 \A1;60 \A1;75 \A1;20 \A1;15 \A1;60 \A1;12 \A1;15 \A1;12 \A1;60 \A1;105 \A1;20 \A1;12 \A1;15 \A1;70 \A1;60 \A1;15 \A1;140 \A1;70 \A1;180 \A1;90 \A1;90 \A1;15 \A1;180 \A1;90 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;60 \A1;40 \A1;60 \A1;40 ING. VICTOR MANUEL ALVAREZ MARTINEZ 2 0 0 2 - 2 0 0 6 TABASCO GOBIERNO DEL ESTADO SALUD DE SECRETARÍA SSA GOBIERNO DEL ESTADO LIC. MANUEL ANDRADE DIAZ. GOBERNADOR CONSTITUCIONAL DEL ESTADO DE TABASCO. SECRETARIA DE SALUD DR. JAIME MIER Y TERAN SUAREZ. SECRETARIO DE SALUD. ING. VICTOR MANUEL ALVAREZ MARTINEZ SUBDIRECCION DE CONSERVACION Y MANTENIMIENTO. AUTORIZO : REVISO : PROYECTO : UBICACION : PLANO : PLANTA DE AZOTEA CLAVE : E-2 ESCALA GRAFICA : PROYECTO : REVISO : ARQ. SEMIRAMIS COBOS ROJAS APROBO : ESCALA : 1 : 5 0 FECHA : 4 3 1 2 0 E S C A L A G R A F I C A 1 : 5 0 5 MTS. ( L > l ) TABLA DE EQUIVALENCIA Y LONGITUD DE ANCLAJES Y TRASLAPES #2 1/4" 6.30 25 #3 3/8" 9.52 40 #4 1/2" 12.70 50 #5 5/8" 15.87 65 #6 3/4" 19.00 75 #8 1" 25.40 105 VARILLAS C A L I B R E VARILLAS MILIMETROS PULGADAS D I A M E T R O 40 DIAMETROS CENTIMETROS AGREGADO GRUESO MAXIMO d= 3/4"(1.9cm.) RECUBRIMIENTOS LIBRES 40 DIAMETROS ACERO DE REFUERZO ( PARA VARILLAS CORRIDAS Y BASTONES ) DETALLES DE ANCLAJES EXTREMOS ANCLAJES Y TRASLAPES (VER TABLA) 40 DIAMETROS. ACERO GRADO ESTRUCTURAL, (d1/4") LIMITE ELASTICO MINIMO fy= 2530 kg/cm. ACERO DE ALTA RESISTENCIA, LIMITE ELASTICO MINIMO Fy= 4200 kg/cm. NO SE TRASLAPE MAS DEL 33% DEL ACERO EN UNA MISMA SECCION. 40 DIAMETROS P L A N T A S 40 DIAMETROS 40 DIAMETROS DADOS : TRABES : COLUMNAS : ZAPATAS : 5.0 cm 5.0 cm 2 2 3.0 cm 3.0 cm l/4 NOTAS GENERALES CARGAS DE DISEÑO CONSIDERADAS: L o l ESPECIFICACIONES DE LOS MATERIALES FACTOR DE COMPORTAMIENTO SISMICO CHECAR MEDIDAS Y CORTES CON PLANOS ARQUITECTONICOS. ACOTACIONES EN CENTIMETROS Y ELEVACIONES EN METROS. RESISTENCIA A LA COMPRESION (28 DIAS) f'c = 250 kg/cm. TODO CAMBIO ESTRUCTURAL DEBERA AUTORIZARSE POR EL DEPTO. DE ESTRUCTURAS COEFICIENTE SISMICO CONSIDERADO C.S.= 0.3 x 1.5 = 0.45 DAR AL CENTRO DE LOS TABLEROS DE LOSA UNA CONTRAFLECHA DE 2.5 cms. LOSA HORIZONTAL CONCRETO LOSA HORIZONTAL l/5 CV=100 Kg/m. 2 CM=550 Kg/m. 2 2 Q = 2 ( CLASE 1 ) CORTE EN LOSA MACIZA l/4 l/5 10 CORRANSE UNA DE CADA DOS VARILLAS ALTERNADAS l=CLARO CORTO L=CLARO LARGO SEPARACION INDICADA EN EL CENTRO DEL CLARO EN EL APOYO SEPARACION INDICADA A 5 5 B 5 C 5 D 5 E 5 F 7 5 5 6 5 5 5 4 3 5 2 5 1 5 @20 @25 @25 @15 @15 @20 @20 @20 @20 @20 @25 @20 @15 @25 @20 @25 @20 @25 @15 @20 @25 @25 @25 @25 @20 @25 @20 @25 @20 @15 @25 @20 @20 @25 @20 @20 @25 @25 @20 @20 @25 @20 @15 @25 @25 40 70 40 20 20 60 75 20 15 LOSA MACIZA VER ARMADO EN PLANTA 4#3 E#2@20 4#3 E#2@20 4#3 E#2@20 TRABE DE CONCRETO TRABE DE CONCRETO PROY. REFZO. DE CASTILLOS PROY. REFZO. DE CASTILLOS PROY. REFZO. DE CASTILLOS CORTE 2-2 60 MURO DE TABIQUE ROJO RECOCIDO PROYECCION REFUERZO DE CASTILLO ARMADO EN PLANTA LOSA MACIZA VER 12 E#2@20 CORTE 3-3 15 15x60 4 # 4 DALA DE REMATE 12 60 105 20 4#3 E#2@20 LOSA MACIZA VER ARMADO EN PLANTA PROY. REFZO. DE CASTILLOS CORTE 1-1 12 15 4#3 E#2@20 PROY. REFZO. DE CASTILLOS 2#5 2#5 TRABE E#3 12@15 70 2#3 ADIC. 60 15 @20 12@15 2#6 140 2#6 70 COLUMNA DE APOYO CASTILLO DE APOYO T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 2#6 2#6 TRABE E#3 5 12@15 2#6 5 4#3 ADIC. 90 15 @20 12@15 2#6 5 2#6 5 T-2 T-2 2#5 2#5 E#3@20 xx/xxxx xx/xxxx xx/xxxx xx/xxxx xx/xxxx xx/xxxx 2#5 2#5 E#3@20 PLANTA DE AZOTEA 40 40 40 40 40 60 40 VARILLAS #4 (TIPO) 60 REFUERZO EN HUECOS EN AMBOS LECHOS DETALLE TIPO DE H = cms. ARMADA CON VARILLAS # DATOS DE LOSA 10 3 40 TRABE DE REMATE 4#4 + 4#3 2#3 ADIC. 2#3 ADIC. CEDULA PROFESIONAL No. 1554011 ING. EDUARDO LEDESMA MAGAÑA RESPONSABLE DE DISEÑO ESTRUCTURAL @15 @25 @20 @20 CONCEPTO INTEGRAL ARQUITECTONICO S.C. RESPONSABLE TECNICO ARQ. ARACELY DEL CARMEN LAVALLE ALANIS CEDULA PROFESIONAL No. 1427186 CONCEPTO INTEGRAL ARQUITECTONICO S.C. @20 @20 @20 @20 @20 @20 @25 @20 @20 @25 @20 @25 @20 @25 @20 @25 @20 2#4 2#3 2#4 E#4 @ 20 CMS. CENTRO DE SALUD DE 1 NÚCLEO BÁSICO ENERO DE 2006 RA. BENITO JUÁREZ 1a. SECC., TENOSIQUE

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, block, columns, concrete, constructive, DWG, flagstone, formwork, plant, reinforced concrete, respective, rods, schalung, slab, specifications, stahlbeton, terrace