Offices Round DWG Full Project for AutoCAD

Arquitectonica plant a set of small offices that can be adapted to any project that requires basic service offices … contains besides; plant roofs; structural; foundations; and hydraulics as well as its main elevation

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

varies, there is horizontal reinforcement, each row except where, in plan, concrete block, ref. vertical, see distribution, ref. horizontal, template, concrete, poor, up to, firm floor, column, level of firm, foundation plant, foundation plant, shoe details, npt, concrete, filling, compact, base run, concrete, basement, floor , vertical, detail reinforcements in wall, floor-structural ceilings, layer, concrete, vp detail, detail of column finish, support detail of slab, steel temp, proy.canal, insulating material, detail of concrete channel , sanitary symbology, yee pvc, hydraulic symbology, food to furniture, passage valve, potable water line, hydraulic plant, towards well, towards counter, columan, clear long, slab details, architectural plant-offices, npt., management , systems, ssm, winery, ssh, level of despalnte, level of tensor, column, roof-slab plant, proy.losa, details of beams, details of foundation, beam, column details, anchor detail column-wall, Detail of vt, ball, planter, gray color, wall here washing with granite

Raw text data extracted from CAD file:

.30 .30 C1 E # 3 a 18 3 var. # 5 2var. # 3 3 var. # 5 -1396.9415988673 -1396.9415988673 1.20 .30 VARIA .75 \A1;.40 \A1;.12 \A1;.10 \A1;.10 \A1;10.12 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.30 \A1;0.30 -2168129.022529307 -2168129.022529307 -2168129.022529307 -2168129.022529307 4Ø#5 en columna \A1;L/2 \A1;L/4 \A1;L/4 \A1;L/2 \A1;L/4 \A1;L/4 \A2;6.1 \A2;6 \A2;6.1 \A2;18.2 \A2;5.58 \A2;11.5 \A2;5.92 \A2;5.65 \A2;5.92 \A2;11.5 \A2;5.95 \A2;6.15 \A2;6.1 \A2;18.2 \A1;0.97 \A1;0.74 \A1;12.25 \A1;11.50 \A1;18.20 \A1;12.47 \A1;11.52 \A1;6.25 \A1;0.74 \A1;6.00 \A1;6.55 \A1;0.20 \A1;3.14 \A1;1.80 \A1;1.80 \A1;10.63 \A1;0.68 \A1;0.51 \A1;0.51 \A1;0.67 \A1;0.67 0.20 0.15 \A1;6.26 \A1;6.00 \A1;6.25 \A1;18.80 \A1;11.50 \A1;18.20 \A1;11.50 \A1;18.20 HAY REFUERZO HORIZONTAL CADA HILADA EXCEPTO DONDE GRAPA No2 LISA HAY REFUERZO HORIZONTAL CADA HILADA EXCEPTO DONDE EN PLANTA 0.15*0.20*0.40 BLOQUE DE CONCRETO REF. VERTICAL VER DISTRIBUCION No3 EN BLOQUE SOLERA REF. HORIZONTAL 0.15*0.20*0.40 BLOQUE DE CONCRETO VER DISTRIBUCION REF. VERTICAL 0.10 0.20 0.07 1.80.00×1.80 0.80 plantilla de concreto pobre \U+2205 no.3 a 10 \U+2205 no.3 a 10 Z2 desplantar hasta suelo firme columna nivel de firme tl Columna de 40 x 40 Planta de Fundaciones C2 Planta de Cimentación Z2 tl tl tl tl tl tl tl Sf-1 2 var.#6 20 30 t1 2 var.#6 2 var.#6 e # 3 @22 e # 3 @22 e # 3 @22 tl tl Detalles de Zapata Escala 1: Detalles de Tensor (tl) Escala 1: C2 E # 3 a 18 3 var. # 5 2var. # 3 3 var. # 5 Hz=0.20m Df=-1.80m min hs=0.10m d 1/2″ @ 0.20 d 1/2″ @ 0.20 tl tl tl Sf-1 Sf-1 Sf-1 Sf-1 Sf-1 Sf-1 Sf-1 Sf-1 Sf-1 Sf-1 tl N.P.T. HORMIGON RELLENO COMPACTO BASE CORRIDA DE HORMIGON 5 5 VARIA ZOCALO BLOQUES DE 20cm RELL. DE HORM. HASTA NIVEL DE PISO 1 # 4 @.40 5 PISO DE PARED DE BLOSCk DE 15X20X40 VERTICAL Est. Nº2@15cmts 6 Ø3/8″ ESC 1: Detalle de Sf-1 ESC 1: Detalle Refuerzos en pared Planta -Estructural de Techos Vp 0.30×0.40 Capa de Concreto Vp Vp Vp C2 C2 C2 Vp Detalle de Vp 20 Vp L / 4 6 varillas # 4 Est. #3 @ 15 cm Detalle de Remate de columna Detalle de apoyo de losa #3@25 Acero Temp 5 5 5 5 d 3/8″@.20 d 3/8″@.15 Proy.Canal REVESTIMIENTO f’c= 180kg/cm² \A1;0.20 (Rodon de espuma de Polyolefina D=1 1/4″) MATERIAL AISLANTE \W0.7;4″ #3@25 #3@25 #3@25 #3@25 Acero Temp #3@25 Detalle de Canal de concreto SIMBOLOGIA SANITARIA R TUBERIA PVC DE 2″d TUBERIA PVC DE 4″d TUBERIA PVC DE 6″d YEE PVC CODO DE 90° PVC CODO DE 45° PVC REGISTRO DE 40 X 60 cm. SIMBOLOGIA HIDRAULICA ALIMENTACION A MUEBLE CODO DE 90° DE COBRE VALVULA DE PASO LINEA DE AGUA POTABLE “T” DE COBRE R R S = 3% S = 3% S = 3% S = 3% S = 3% S = 3% Planta Hidráulica 5 5 Hacia Pozo Hacia Contador \A1;12 cms. Columan Claro Largo #3 @ 25cm #4 @ 30cm (Ambos Sentidos) \A1; #3 @ 25cm (Ambos Sentidos) L/4 L/2 L/4 \A1;L/4 +Ld L/2 L/4 L/4 L/2 L/4 L/4 #3 @ 25cm @3 @ 25cm #3 @ 25cm **NOTA: En el lecho inferior se colocara varilla del No. 4 @ 30cm en ambos sentidos. #3 @ 25cm \A1; #3 @ 25cm (Ambos Sentidos) Detalles de Losa Escala 1: tl tl columna 5 5 5 5 Planta Arquitectónica-Oficinas NPT. 0+0.30 Gerencia NPT. 0+0.30 NPT. 0+0.30 NPT. 0+0.30 NPT. 0+0.30 NPT. 0+0.30 NPT. 0+0.30 NPT. 0+0.30 Sitemas S.S.M Bodega S.S.H 20 30 t1 2 var.#6 2 var.#6 nivel de firme nivel de despalnte nivel de Tensor Columna 0.4 1.2 min Detalles de Tensor (tl) Escala 1: Sf-1 Sf-1 Sf-1 Sf-1 Sf-1 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 Z2 5 5 5 5 5 5 5 5 5 5 Planta de Techos-Losa VT 0.15×0.20 Proy.Losa 5 5 5 5 5 Baja 5% 5 5 5 5 5 5 5 Detalles de Vigas Escala 1: 0.40 0.30 Detalles de Fundación Escala 1: 5 5 5 Z2 5 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 @.15 .30 .30 C/2 HILADAS 1 d 1/4” 5 C2 5 5 VIGA 5 5 C/2 HILADAS 1 d 1/4” Detalles de Columna ESC 1: Detalle de C2 ESC 1: Detalle de anclaje Columna-Muro <> 5 4 d 1/2″ d 3/8″: 2@ .15 Detalle de VT 5 5 5 5 B.A.LL B.A.LL B.A.LL B.A.LL 5 5 5 5 0.30 0.30 JARDINERA h=.50 NPT+0.30 NPT+0.15 COLOR GRIS MURO ACABADO CON GRANITO LAVADO JARDINERA h=.50 MURO CORTINA CON PERFILES METÁLICOS Y CRISTAL TEMPLEX 8mm