Pump Room DWG Detail for AutoCAD

Pump Room DWG Detail for AutoCAD

Details sizing specifications constructive courts.

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

Oval lavatory, sale, splice, splice, free, splice, free, splice, free, splice, minimum, splice, splice, free, splice, free, splice, free, splice, minimum, Drawn by: randy k. Vargas, Ing., Calculated by: randy k. Vargas, Ing., Drawn by: joel rodriguez, Lic. In buildings, Calculated by: joel rodriguez, Lic. In buildings, Drawn by: joel rodriguez, Lic. In buildings, Calculated by: joel rodriguez, Lic. In buildings, Drawn by: joel rodriguez, Lic. In buildings, Calculated by: joel rodriguez, Lic. In buildings, architectural plant, Esc., Location plant, later, Esc., Location plant, Esc., Location plant, Esc., Location plant, Esc., Location plant, Esc., Location plant, Esc., Location plant, Esc., Location plant, Esc., Location plant, Esc., Location plant, Esc., Location plant, Esc., Location plant, Esc., Regional location, Esc., Dim, Dim, Dim, Dim, Dim, Dim, Dim, Dim, Dim, Dim, Dim, Dim, Dim, Dim, Mooring beam, Ceiling beam, natural, N. floor, natural, N. floor, Enamelled cover, Red lime, See specifications, In plane of, N. Finished floor, Mooring beam, Ceiling beam, Enamelled cover, Red lime, See specifications, In plane of, Flat wash, N. Finished floor, natural, N. floor, front elevation, Left side elevation, Carrion fascia, Of galv. lime., Structural foundation plant, splice, splice, free, splice, free, splice, free, scale, Rectangular section, Section it, scale, the spine, Rotate inside, scale, Intersections in plant, Wall foundations, Typical details of, Mooring columns, Mooring beams, Typical details of, cross section, plant, splice, Foundation of, wall, slab, Above ground, natural, floor, Mooring, Upper beam, If required, Rotate hook, Additional, Mooring, Beam, Column of, Mooring, minimum, Blocks, Wall of, Mooring column, Mooring beam, Column of, Mooring, Beam, Mooring, Column of, Vertical bar, For each, Mooring, Upper beam, All windows doors must meet, Note of reinforcements, With structural reinforcement schemes, Which are indicated in the structural code, scale, Sections of mooring columns, its T., A.c., its T., A.c., its T., A.c., Structural foundation plant, splice, splice, free, splice, free, splice, free, scale, Rectangular section, Section it, scale, the spine, Rotate inside, scale, Intersections in plant, Wall foundations, Typical details of, Mooring columns, Mooring beams, Typical details of, cross section, plant, splice, Foundation of, wall, slab, Above ground, natural, floor, Mooring, Upper beam, If required, Rotate hook, Additional, Mooring, Beam, Column of, Mooring, minimum, Blocks, Wall of, Mooring column, Mooring beam, Column of, Mooring, Beam, Mooring, Column of, Vertical bar, For each, Mooring, Upper beam, All windows doors must meet, Note of reinforcements, With structural reinforcement schemes, Which are indicated in the structural code, Horm. Plain, floor of, Blocks of, Rep. smooth, Wall of, it varies, minimum, compact, filling, Shoe of horm., Ref. Of horm., Blocks of, Foundation, Ground nat., scale:, it varies, cover of, Ac. enamel, lime., lime. Galv. Spaced, Strollers, Disc. Nema n.a., Iit, Too, Iit, N.a., Iit, Hp pump, Towards existing board, Thhn cu awg cu desn., Nema bar chart, Outlet with weather cap, Iit, slope, Strollers, Fascia cal. Galv., Cub. From ac., Galv. lime., detail, scale, detail, Fascia, Stroller, Roof plant, architectural plant, power plant, Drawn by: joel rodriguez, Lic. In buildings, Calculated by: joel rodriguez, Lic. In buildings

Raw text data extracted from CAD file:

\A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 \A1;0.00 OVAL LAVATORY VENTA 2,20 6,50 4,00 3,00 3,00 3,00 ,50 3,00 2,80 3,00 \A1;O.3O \A1;.30 \A1;O.3O EMPALME \A1;O.3O EMPALME \A1;.15 \A1;.15 \A1;.15 \A1;O.3O EMPALME \A1;.15 \A1;.O5 LIBRE \A1;.O5 LIBRE \A1;O.3O EMPALME \A1;.O5 LIBRE \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;O.3O EMPALME \A1;.O5 LIBRE \A1;.O5 LIBRE \A1;O.3O EMPALME \A1;\Farchitxt.shx;O.3O \A1;.O5 \A1;.O5 \A1;\Farchitxt.shx;O.3O \A1;.O75 \A1;\Farchitxt.shx;O.1O \A1;.O75 \A1;\Farchitxt.shx;O.3O \A1;\Farchitxt.shx;O.1O \A1;\Farchitxt.shx;O.1O \A1;.O5 \A1;O.3O O.2O MINIMO \A1;.10 \A1;.O75 \A1;.O5 \A1;.O75 \A1;.O5 \A1;O.15 \A1;.30 \A1;O.4O \A1;,30 \A1;O.3O \A1;.30 \A1;O.3O EMPALME \A1;O.3O EMPALME \A1;.15 \A1;.15 \A1;.15 \A1;O.3O EMPALME \A1;.15 \A1;.O5 LIBRE \A1;.O5 LIBRE \A1;O.3O EMPALME \A1;.O5 LIBRE \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.10 \A1;.10 \A1;O.3O EMPALME \A1;.O5 LIBRE \A1;.O5 LIBRE \A1;O.3O EMPALME \A1;\Farchitxt.shx;O.3O \A1;.O5 \A1;.O5 \A1;\Farchitxt.shx;O.3O \A1;.O75 \A1;\Farchitxt.shx;O.1O \A1;.O75 \A1;\Farchitxt.shx;O.3O \A1;\Farchitxt.shx;O.1O \A1;\Farchitxt.shx;O.1O \A1;.O5 \A1;O.3O O.2O MINIMO \A1;.10 \A1;.O75 \A1;.O5 \A1;.O75 \A1;.O5 \A1;O.15 \A1;.30 \A1;O.4O \A1;,10 \A1;,10 \A1;,20 \A1;,30 \A1;,10 \A1;.10 \A1;.30 \A1;.10 \A1;VARIA \A1;MINIMO .60 \A1;.10 \A1;VARIA \A1;.05 S 4,20 4,20 \A1;0.60 \A1;.10 DIBUJADO POR: RANDY K. VARGAS ING. ELECTRICO-ELECTRONICO CALCULADO POR: RANDY K. VARGAS ING. ELECTRICO-ELECTRONICO DIBUJADO POR: JOEL RODRIGUEZ LIC. EN EDIFICACIONES CALCULADO POR: JOEL RODRIGUEZ LIC. EN EDIFICACIONES DIBUJADO POR: JOEL RODRIGUEZ LIC. EN EDIFICACIONES CALCULADO POR: JOEL RODRIGUEZ LIC. EN EDIFICACIONES DIBUJADO POR: JOEL RODRIGUEZ LIC. EN EDIFICACIONES CALCULADO POR: JOEL RODRIGUEZ LIC. EN EDIFICACIONES PLANTA ARQUITECTONICA ESC. 1:100 PLANTA DE LOCALIZACION \LELEVACION POSTERIOR ESC. 1:75 PLANTA DE LOCALIZACION ESC. 1:50 ESC. 1:5 PLANTA DE LOCALIZACION PLANTA DE LOCALIZACION ESC. 1:10 PLANTA DE LOCALIZACION ESC. 1:20 PLANTA DE LOCALIZACION ESC. 1:25 PLANTA DE LOCALIZACION ESC. 1:33 1/3 PLANTA DE LOCALIZACION ESC. 1:150 PLANTA DE LOCALIZACION ESC. 1:200 PLANTA DE LOCALIZACION ESC. 1:250 PLANTA DE LOCALIZACION ESC. 1:400 PLANTA DE LOCALIZACION ESC. 1:500 PLANTA DE LOCALIZACION ESC. 1:750 LOCALIZACION REGIONAL ESC. 1:1000 0.00 DIM 1:5 0.00 DIM 1:10 0.00 DIM 1:20 0.00 DIM 1:25 0.00 DIM 1:33 0.00 DIM 1:50 DIM 1:75 0.00 0.00 DIM 1:100 0.00 DIM 1:150 0.00 DIM 1:200 0.00 DIM 1:250 0.00 DIM 1:400 0.00 DIM 1:500 0.00 DIM 1:750 0.00 DIM 1:1000 5 VIGA DE AMARRE DE 0.10 X 0.30 VIGA DE TECHO DE 0.10 X 0.30 NATURAL N. SUELO NATURAL N. SUELO CUBIERTA ESMALTADA ROJA CAL. 26 ( VER ESPECIFICACIONES EN PLANO DE TECHO) N. PISO ACABADO VIGA DE AMARRE DE 0.10 X 0.30 VIGA DE TECHO DE 0.10 X 0.30 CUBIERTA ESMALTADA ROJA CAL. 26 ( VER ESPECIFICACIONES EN PLANO DE TECHO) REPELLO LISO REPELLO LISO N. PISO ACABADO NATURAL N. SUELO ELEVACION FRONTAL ELEVACION LATERAL IZQUIERDA 5 5 5 5 5 5 5 5 5 FASCIA DE CARRIOLAS DE 4" GALV. CAL. # 16 PLANTA ESTRUTURAL DE CIMIENTOS PLANTA ESTRUTURAL DE CIMIENTOS O.3O 5 O.3O EMPALME O.3O EMPALME .15 .15 .15 O.3O EMPALME .15 .O5 LIBRE .O5 LIBRE O.3O EMPALME .O5 LIBRE .15 .15 .15 .15 5 5 O.3O EMPALME .O5 LIBRE .O5 LIBRE ESCALA 1:2O SECCION RECTANGULAR SECCION ELE ESCALA 1:1O ESCALA 1:1O ESCALA 1:2O la cOlumna girar dentrO de ESCALA 1:2O INTERSECCIONES EN PLANTA DE CIMIENTOS DE PAREDES DETALLES TIPICOS DE COLUMNAS DE AMARRE VIGAS DE AMARRE DETALLES TIPICOS DE SECCION TRANSVERSAL PLANTA O.3O EMPALME # 3 @ O.3O \Farchitxt.shx;O.3O .O5 .O5 \Farchitxt.shx;O.3O .O75 \Farchitxt.shx;O.1O .O75 \Farchitxt.shx;O.3O \Farchitxt.shx;O.1O # 3 @ O.3O \Farchitxt.shx;O.1O cimiento de pared 1 # 4 losa sObre suelO natural suelo de amarre viga superior si se requiere girar gancho adicionales 2 # 3 amarre viga de columna de amarre .O5 O.3O O.2O MINIMO BLOQUES PARED DE # 2 @ O.3O 1 # 4 5 .O75 .O5 columna de amarre viga de amarre columna de amarre viga de amarre amarre columna de 1#4 .O75 .O5 O.15 barra vertical 1# 4 por cada 1# 4 5 de amarre viga superior O.4O TODAS LA VENTANAS Y PUERTAS DEBEN CUMPLIR NOTA DE REFUERZOS -REP CON LOS ESQUEMAS DE REFUERZOS ESTRUCTURALES QUE SE INDICAN EN EL CODIGO ESTRUCTURAL REP-94 ESCALA 1/25 SECCIONES DE COLUMNAS DE AMARRE ,10 2#4 + EST. # 3 @ 0.30 c.a.c. 2#4 + EST. # 3 @ 0.30 c.a.c. ,10 ,20 2#4 + EST. # 3 @ 0.30 c.a.c. ,30 ,30 ,10 PLANTA ESTRUTURAL DE CIMIENTOS O.3O 5 O.3O EMPALME O.3O EMPALME .15 .15 .15 O.3O EMPALME .15 .O5 LIBRE .O5 LIBRE O.3O EMPALME .O5 LIBRE .15 .15 .15 .15 5 5 O.3O EMPALME .O5 LIBRE .O5 LIBRE ESCALA 1:2O SECCION RECTANGULAR SECCION ELE ESCALA 1:1O ESCALA 1:1O ESCALA 1:2O la cOlumna girar dentrO de ESCALA 1:2O INTERSECCIONES EN PLANTA DE CIMIENTOS DE PAREDES DETALLES TIPICOS DE COLUMNAS DE AMARRE VIGAS DE AMARRE DETALLES TIPICOS DE SECCION TRANSVERSAL PLANTA O.3O EMPALME # 3 @ O.3O \Farchitxt.shx;O.3O .O5 .O5 \Farchitxt.shx;O.3O .O75 \Farchitxt.shx;O.1O .O75 \Farchitxt.shx;O.3O \Farchitxt.shx;O.1O # 3 @ O.3O \Farchitxt.shx;O.1O cimiento de pared 1 # 4 losa sObre suelO natural suelo de amarre viga superior si se requiere girar gancho adicionales 2 # 3 amarre viga de columna de amarre .O5 O.3O O.2O MINIMO BLOQUES PARED DE # 2 @ O.3O 1 # 4 5 .O75 .O5 columna de amarre viga de amarre columna de amarre viga de amarre amarre columna de 1#4 .O75 .O5 O.15 barra vertical 1# 4 por cada 1# 4 5 de amarre viga superior O.4O TODAS LA VENTANAS Y PUERTAS DEBEN CUMPLIR NOTA DE REFUERZOS -REP CON LOS ESQUEMAS DE REFUERZOS ESTRUCTURALES QUE SE INDICAN EN EL CODIGO ESTRUCTURAL REP-94 5 HORM. LLANEADO PISO DE BLOQUES DE 4" REP. LISO A/C PARED DE 5 5 VARIA MINIMO .60 5 COMPACTO RELLENO ZAPATA DE HORM. RELL. DE HORM. BLOQUES DE 6" CIMIENTO SUELO NAT. ESCALA: 1/20 VARIA 5 S/N. S/N. C 1 C 1 C 1 C 1 C 1 CUBIERTA DE AC. ESMALTADO CAL. # 26 CAL. # 16 GALV. ESPACIADAS @ 0.90 C.@C. CARRIOLAS DE 4" X 2" DISC. NEMA 3R 30/2P @1.50 N.P.A. IIT TBOM IIT IIT IIT IIT @ 1.80 N.P.A @ 1.80 N.P.A B IIT IIT BOMBA 2.5 HP 208V-1d-60HZ HACIA TABLERO EXISTENTE \A1;2 # 10 THHN Cu \A1;1 # 10 AWG Cu DESN. \A1;1T- \A1;\S3/4;" Ø \A1;2 # 8 THHN Cu \A1;1 # 10 AWG Cu DESN. \A1;1T- 1" Ø TABLERO (TBOM) MONOFASICO, BARRAS 100A, 10KIC. 4CIRCUITOS NEMA 3R. TOMACORRIENTE GFCI, CON TAPA INTEMPERIE IIT DECLIVE DECLIVE CARRIOLAS DE 4" X 2" FASCIA CAL. # 16 GALV. 5 5 5 CUB. DE AC. GALV. CAL. 26 0.60 DETALLE ESCALA S/E DETALLE DETALLE V-A DE 2" X 6" FASCIA DE CARRIOLA CARRIOLA DE 2" X 4" PLANTA DE TECHO PLANTA ARQUITECTONICA PLANTA ELECTRICA DIBUJADO POR: JOEL RODRIGUEZ LIC. EN EDIFICACIONES CALCULADO POR: JOEL RODRIGUEZ LIC. EN EDIFICACIONES

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	A/C, Car Parking Lot
Tags	autocad, constructive, courts, DETAIL, details, DWG, kläranlage, pump, pump room, room, sizing, specifications, treatment plant