Swimming Pool DWG Full Project for AutoCAD

Swimming Pool DWG Full Project for AutoCAD

Pool project..

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

n.p.t., goes up, low, low, swimming pool, wading pool, bridge, pending, asoleadero, overflow channel, pend., towards filtering equipment, banking, swimming pool, garden, walker, asoleadero, machine room, swimming pool, recovery camera, overflow pipe, overflow channel, banking, swimming pool, walker, swimming pool, Vacuum cleaner, lamp v., Vacuum cleaner, overflow channel, banking, swimming pool, walker, swimming pool, Vacuum cleaner, swimming pool, basketball court, path, swimming pool, walker, walker, walker, walker, walker, walker, walker, walker, asoleadero, asoleadero, garden, garden, garden, garden, lamp v., Vacuum cleaner, Vacuum cleaner, overflow channel, pend., towards filtering equipment, banking, swimming pool, garden, walker, asoleadero, machine room, swimming pool, recovery camera, overflow pipe, vars, modulus of services, acot. cms, esc .:, dala, vars, perimeter fence, acot. cms, esc .:, dala, vars, pool wading pool, column, lamp v., Vacuum cleaner, overflow channel, banking, swimming pool, walker, swimming pool, Vacuum cleaner, lamp v., Vacuum cleaner, overflow channel, banking, swimming pool, walker, swimming pool, Vacuum cleaner, swimming pool, basketball court, path, walker, low, bridge, pending, walker, pool bridge, bridge, esc .:, swimming pool, wading pool, banking, swimming pool, walker, detail, dimensions in centimeters, detail, dimensions in centimeters, structural pool, dimensions in meters, longitudinal cut, dimensions in meters, cross-section, dimensions in centimeters, dimensions in centimeters, detail, dimensions in centimeters, detail, dimensions in centimeters, detail, dimensions in centimeters, vars of the, vars of the, bridge detail, dimensions in centimeters, if in the same section more than one third of the, reinforcement details, no overlaps will be allowed on no. in these cases the rods are, in no case will be allowed to join in a same section more than the rods, overlap lengths will be increased, welded according to the above detail using electrodes, max, cut, welding, diam, vars of the, electrowelded mesh in high bed, vars of the, electrowelded mesh in high bed, vars of the, cane, vars of the, canes, vars of the, cane, electrowelded mesh in high bed, vars of the, and. of the, vars of the, cane, vars of the, vars in both directions, var. of the

Raw text data extracted from CAD file:

0.00 N.P.T. A-A' A1.Ar.01 d #3 @20 d #3 @20 NPT+0.00 \A1;0.075 \A1;0.925 \A1;0.05 \A1;1.00 \A1;0.35 \A1;0.20 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.40 \A1;0.40 \A1;0.40 d #3 @15 d #3 @15 d #4 @15 d #4 @15 \A1;0.40 \A1;0.40 \A1;0.075 \A1;0.925 \A1;0.05 \A1;1.00 \A1;0.35 \A1;0.20 \A1;0.50 \A1;1.00 \A1;1.00 \A1;30.00 \A1;15.00 \A1;30.00 \A1;20.00 \A1;40.00 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.20 \A1;0.40 \A1;0.40 \A1;1.15 \A1;0.10 \A1;0.20 \A1;1.50 \A1;0.10 \A1;0.15 \A1;0.15 \A1;1.65 \A1;0.15 \A1;0.25 \A1;50.00 \A1;1.20 \A1;0.70 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.70 \A1;0.75 \A1;R4.40 \A1;R5.60 \A1;0.20 \A1;0.85 \A1;0.15 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.20 \A1;1.20 \A1;R5.00 \A1;R5.20 \A1;R4.40 \A1;R4.55 \A1;R5.40 \A1;R5.60 \A1;R5.60 \A1;R4.40 \A1;90.00 \A1;105.00 \A1;15.00 \A1;10.00 \A1;24.25 \A1;10.00 \A1;30.00 \A1;15.00 \A1;40.00 \A1;19.00 \A1;5.00 \A1;10.00 \A1;6.00 \A1;22.00 \A1;10.00 \A1;3.00 \A1;10.00 \A1;15.00 \A1;22.00 \A1;30.00 \A1;8.00 \A1;29.45 \A1;125.00 \A1;110.00 \A1;15.00 \A1;30.00 \A1;22.00 \A1;8.00 \A1;10.00 \A1;8.00 \A1;20.00 \A1;15.00 \A1;20.00 \A1;24.15 \A1;125.00 \A1;15.00 \A1;15.00 \A1;15.00 \A1;20.00 \A1;107.55 \A1;67.45 \A1;175.00 \A1;30.00 \A1;57.39 \A1;30.00 \A1;45° \A1;30.00 \A1;10.00 \A1;0.30 \A1;0.17 \A1;1.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.85 \A1;0.08 \A1;0.30 \A1;0.40 \A1;0.15 \A1;0.17 \A1;0.30 \A1;0.17 \A1;0.30 \A1;0.17 \A1;0.30 \A1;0.17 \A1;0.30 \A1;0.17 \A1;1.50 \A1;0.95 \A1;0.35 \A1;0.22 \A1;0.10 \A1;0.03 \A1;30° \A1;45° \A1;0.10 \A1;10.00 \A1;15.00 \A1;10.00 \A1;35.00 +90.95 +91.00 +91.00 +91.00 N.E.A.+90.95 N.E.A.+90.95 sube sube N.P.T.+90.45 N.P.T.+90.05 baja 1 6 2 3 4 5 N.P.T.+89.55 baja 1 6 2 3 4 5 N.J.+90.95 ALBERCA CHAPOTEADERO PUENTE pendiente pendiente pendiente pendiente ASOLEADERO CANAL DE REBOSADERO pend. 1% HACIA EQUIPO DE FILTRADO (BOMBEO) Banca NPT+91.30 Alberca NSTA+90.95 Jardin NJ+89.95 NFA+89.55 Andador NPT+91.00 Asoleadero NPT+91.30 Cuarto de Maquinas NPT+88.90 NFA+86.80 NSTA+88.40 Alberca Camara de Recuperacion Camara de Recuperacion TUBERIA DE REBOSADERO TUBERIA DE REBOSADERO TUBERIA DE REBOSADERO 0.075 0.925 5 5 5 5 5 5 5 5 CANAL DE REBOSADERO Banca NPT+91.30 Alberca NSTA+90.95 NFA+89.55 Andador NPT+91.00 Alberca ASPIRADORA CAT.No.8062 LAMPARA 500 V. ASPIRADORA CAT.No.8062 5 5 CANAL DE REBOSADERO Banca NPT+91.30 Alberca NSTA+90.95 NFA+89.55 Andador NPT+91.00 Alberca ASPIRADORA CAT.No.8062 A7 ALBERCA Y ASOLEADERO CANCHA DE BASQUETBOL CAMINO NCM+91.00 N.E.A.+90.95 ALBERCA ANDADOR ANDADOR ANDADOR +91.00 ANDADOR +91.00 ANDADOR +91.00 ANDADOR +91.00 ANDADOR +91.00 ANDADOR +91.00 ANDADOR +91.00 ANDADOR N.J.+90.95 ASOLEADERO N.J.+90.95 ASOLEADERO N.J.+90.95 JARDIN N.J.+90.95 JARDIN N.J.+90.95 JARDIN N.J.+90.95 JARDIN d #4 @15 d #4 @15 d #4 @15 d #4 @15 d #4 @15 d #4 @15 a-a' A3.Es.01 a-a' A3.Es.01 b-b' A3.Es.01 b-b' A3.Es.01 LAMPARA 500 V. ASPIRADORA CAT.No.8062 5 5 ASPIRADORA CAT.No.8062 CANAL DE REBOSADERO pend. 1% HACIA EQUIPO DE FILTRADO (BOMBEO) Banca NPT+91.30 Alberca NSTA+90.95 Jardin NJ+89.95 NFA+89.55 Andador NPT+91.00 Asoleadero NPT+91.30 Cuarto de Maquinas NPT+88.90 NFA+86.80 NSTA+88.40 Alberca Camara de Recuperacion Camara de Recuperacion TUBERIA DE REBOSADERO TUBERIA DE REBOSADERO TUBERIA DE REBOSADERO 0.075 0.925 5 5 5 5 5 5 5 A7 5 5 4 VARS. #3 (3/8") e #2 (1/4") @20cm. MODIULO DE SERVICIOS ACOT. cms ESC.: 1:10 DALA D-1 5 5 6 VARS. #3 (3/8") e #2 (1/4") @20cm. BARDA PERIMETRAL ACOT. cms ESC.: 1:10 DALA D-2 6 VARS. #3 (3/8") e #2 (1/4") @20cm. 5 ALBERCA Y CHAPOTEADERO COLUMNA CA-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 M-1 M-1 M-2 M-2 M-2 M-2 M-2 M-2 M-2 M-2 M-2 M-2 M-2 M-2 EA-1 EA-1 GA-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 A-1 GA-1 GA-1 GA-1 GA-1 GA-1 GA-1 GA-1 GA-1 PU-1 PU-1 LAMPARA 500 V. ASPIRADORA CAT.No.8062 5 5 CANAL DE REBOSADERO Banca NPT+91.30 Alberca NSTA+90.95 NFA+89.55 Andador NPT+91.00 Alberca ASPIRADORA CAT.No.8062 LAMPARA 500 V. ASPIRADORA CAT.No.8062 5 5 CANAL DE REBOSADERO Banca NPT+91.30 Alberca NSTA+90.95 NFA+89.55 Andador NPT+91.00 Alberca ASPIRADORA CAT.No.8062 ALBERCA Y ASOLEADERO CANCHA DE BASQUETBOL CAMINO NCM+91.00 Andador NPT+91.00 +91.00 N.P.T.+90.45 N.P.T.+90.05 baja 1 6 2 3 4 5 PUENTE pendiente ANDADOR d #4 @15 CT-1 CT-1 CT-1 M-2 M-2 GA-1 DET-06 A3.Es.01 DET-06 A3.Es.01 d #3 @20 d #3 @20 d #3 @20 PUENTE ALBERCA PUENTE PU-1 ESC.: 1:10 PU-1 CT-1 CT-1 EA-1 N.E.A.+90.95 N.E.A.+90.95 ALBERCA CHAPOTEADERO M-2 M-2 M-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 50.00 5 5 5 5 5 5 5 5 5 5 5 Banca NPT+91.30 Alberca NSTA+90.95 Andador NPT+91.00 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 22.00 8.00 5 5 5 5 5 24.15 5 5 15.00 5 5 5 5 5 5 5 5 45° 30.00 10.00 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 30° 45° 5 5 5 5 5 DETALLE 01 COTAS EN CENTIMETROS 05 1:15 DETALLE 06 COTAS EN CENTIMETROS 09 1:30 ESTRUCTURAL ALBERCA COTAS EN METROS 01 1:75 DET-01 A3.Es.01 CORTE LONGITUDINAL a-a' COTAS EN METROS 02 1:40 CORTE TRANSVERSAL b-b' COTAS EN CENTIMETROS 06 1:30 1:10 COTAS EN CENTIMETROS 04 1:10 DETALLE 03 COTAS EN CENTIMETROS 03 1:15 DETALLE 02 COTAS EN CENTIMETROS DETALLE 04 COTAS EN CENTIMETROS 07 1:10 DET-03 A3.Es.01 DET-07 A3.Es.01 DET-02 A3.Es.01 DET-06 A3.Es.01 VARS. DEL # 4 (1/2") @ 15cm. \A1; VARS. DEL # 4 (1/2") @ 20cm. VARS. DEL # 4 (1/2") @ 15cm. VARS. DEL # 4 (1/2") @ 20cm. VARS. DEL # 4 (1/2") @ 15cm. VARS. DEL # 4 (1/2") @ 20cm. VARS. DEL # 3 (1/2") @ 15cm. VARS. DEL # 4 (1/2") @ 20cm. 08 1:15 DETALLE PUENTE COTAS EN CENTIMETROS 23 29 45 34 SI EN UNA MISMA SECCION SE EMPALMA MAS DE LA TERCERA PARTE DEL REFUERZO, LAS DETALLES DEL REFUERZO NO SE ADMITIRAN TRASLAPES EN VARILLAS DEL No. 10 O MAYOR, EN ESTOS CASOS LAS VARILLAS SE EN NINGUN CASO SE PERMITIRA EMPALMAR EN UNA MISMA SECCION MAS DEL 50% DE LAS VARILLAS r=a/2 0.3a0.6 0 a 0.2 LONGITUDES DE TRASLAPE SE AUMENTARAN 50%. SOLDARAN DE ACUERDO AL DETALLE ANTERIOR USANDO ELECTRODOS E-90xx. 0.3 Max c b CORTE A-A 0 a 0.2 SOLDADURA 45° A a/2 A d 60° 1" 18 5/8" 1/2" 3/8" 3/4" 12 9 7 14 DIAM a 17 145 11 10 8 17 13 65 55 55 85 c b d VARS. DEL # 3 (3/8") @ 15cm. VARS. DEL # 3 (3/8") @ 15cm. 3 VARS. DEL # 3 (3/8") VARS. DEL # 3 (3/8") @ 25cm. MALLA ELECTROSOLDADA 6-6 10/10 EN LECHO ALTO VARS. DEL # 4 (1/2") @ 20cm. 3 VARS. DEL # 3 (3/8") VARS. DEL # 3 (3/8") @ 25cm. MALLA ELECTROSOLDADA 6-6 10/10 EN LECHO ALTO VARS. DEL # 4 (1/2") @ 15cm. BASTON DEL # 4 (1/2") @ 15cm. VARS. DEL # 4 (1/2") @ 15cm. VARS. DEL # 4 (1/2") @ 15cm. VARS. DEL # 3 (3/8") @ 20cm. BASTONES DEL # 3 (3/8") @ 40cm. VARS. DEL # 4 (1/2") @ 20cm. VARS. DEL # 4 (1/2") @ 15cm. BASTON DEL # 4 (1/2") @ 15cm. MALLA ELECTROSOLDADA 6-6 10/10 EN LECHO ALTO VARS. DEL # 4 (1/2") @ 15cm. VARS. DEL # 4 (1/2") @ 15cm. VARS. DEL # 3 (3/8") @ 20cm. VARS. DEL # 3 (3/8") @ 15cm. VARS. DEL # 3 (3/8") @ 20cm. 6 VARS. DEL # 3 (3/8") e. DEL # 2 (1/4") @20cm. VARS. DEL # 4 (1/2") @ 20cm. VARS. DEL # 4 (1/2") @ 15cm. BASTON DEL # 4 (1/2") @ 15cm. VARS. DEL # 4 (1/2") @ 15cm. VARS. DEL # 4 (1/2") @ 20cm. VARS. DEL # 3 (3/8") @ 20cm. EN AMBOS SENTIDOS 1 VAR. DEL # 3 (3/8")

Language	Spanish
Drawing Type	Full Project
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Pool, Garden / Park
Tags	autocad, DWG, full, piscina, piscine, POOL, Project, schwimmbad, swimming, swimming pool