Isometric Hidraulico DWG Block for AutoCAD

Isometric Hidraulico DWG Block for AutoCAD

Isometric hidraulico

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

Slab, low, high, Slab, Of land, of service, principal, Of land, Of roofs, Of land, Of land, Location, flat, draft, Hydraulic installation, owner, House room, date, design, Arq. Adrián flores angeles, scale, Quota, Mts, flat, D. C., Professional certificate reg. Mpal. D. C., Ing. José gpe. Vázquez Pérez, Check axes dimensions on architectural plans, In the work, The dimensions govern the drawing, The levels are in meters, Verify measures on site, Notes:, north, chap. Of tank, T.p.c, Network., S.c.a.f., T.p.c, Ll.n., B.c.a.f, T.p.c, B.c.a.f, S.c.a.a, T.p.c, S.c.a.f., S.c.a.c, B.c.a.f, Ll.n., S.c.a.a, T.p.c, B.c.a.f, S.c.a.c, B.c.a.f., Water tank, T.p.c, hydraulics, B.c.a.f, Level of guard, Finished floor level, Door dimension in centimeters, Change of finished floor level, No street Red pachuca de soto hgo., Sanchez perez alberto, General notes, The levels are given in relation to the building for the floor level finished ground floor with respect to the bench see set plane use this plane in low average seismicity zones, Estr. Regional m.

Raw text data extracted from CAD file:

3 M \A1;1.0967 \A1;3.525 \A1;1.4002 \A1;1.1493 \A1;4.925 \A1;2.4748 \A1;1.0498 \A1;1.4300 \A1;9.2792 \A1;4.4956 \A1;5.8003 \A1;3.4802 \A1;3.5250 \A1;1.6453 \A1;18.0000 \A1;4.2451 \A1;4.9996 \A1;1.1499 \A1;5.8303 \A1;1.7950 \A1;2.5450 \A1;3.5001 \A1;1.6000 \A1;2.3029 \A1;5.5503 \A1;1.4300 \A1;7.5000 \A1;0.125 \A1;3.8500 \A1;2.4498 \A1;. \A1;1.3004 \A1;18.0000 \A1;1.8000 \A1;4.2451 \A1;2.9004 \A1;3.2492 \A1;5.8003 \A1;4.4956 \A1;1.5495 \A1;1.6003 \A1;1.3001 \A1;4.5497 \A1;0.9715 \A1;2.1282 \A1;1.4300 \A1;0.125 \A1;3.8498 \A1;3.525 \A1;2.4495 \A1;1.4002 \A1;1.0502 \A1;1.3002 \A1;1.1493 \A1;0.3505 \A1;7.5000 \A1;3.8498 \A1;0.125 \A1;18.0000 \A1;1.7950 \A1;4.2451 \A1;1.6003 \A1;4.5493 \A1;2.3501 \A1;2.0502 \A1;0.7700 \A1;3.2492 \A1;2.4748 \A1;1.3002 \A1;0.7504 \A1;0.6499 \A1;1.0502 \A1;0.4499 \A1;1.5499 \A1;1.8502 \A1;1.1493 \A1;0.4495 \A1;0.4846 \A1;1.5500 \A1;0.9044 \A1;0.7500 \A1;0.8203 \A1;1.0502 \A1;2.0000 \A1;2.0000 \T1.1;cocina \T1.10000;proyeccion de losa \T0.8;planta baja \T0.8;planta alta \T1.1;proyecciòn de losa \T1.1;proyecciòn de terreno 1 1 3 2 4 5 5 6 7 7 9 8 10 11 11 12 1.00X2.10 0.70X2.10 0.90X2.10 \T1.1;comedor \T1.1;patio de servicio \T1.1;baño 0.90X2.10 0.90X2.10 0.80X2.10 \T1.1;recamará 3 \T1.1;recamará 2 \T1.1;recamará principal 0.90X2.10 0.80X2.10 \T1.1;vestibulo \T1.1;baño \T1.1;balcón \T1.1;domo \T1.1;domo \T1.1;domo \T1.1;1 \T1.1;2 \T1.1;3 \T1.1;4 \T1.1;5 \T1.1;6 \T1.1;7 \T1.1;8 \T1.1;9 \T1.1;10 \T1.1;11 \T1.1;12 \T1.1;13 \T1.1;14 \T1.1;15 \T1.1;16 \T1.1;c \T1.1;l \T1.1;c \T1.1;l \T1.1;c \T1.1;l \T1.1;c \T1.1;l \T1.1;1 \T1.1;2 \T1.1;3 \T1.1;4 \T1.1;5 \T1.1;6 \T1.1;7 \T1.1;8 \T1.1;9 \T1.1;10 \T1.1;11 \T1.1;12 \T1.1;13 \T1.1;14 \T1.1;15 \T1.1;16 D F A B C E G \T1.1;sala \T1.1;baja \T1.1;jardìn \T1.1;jardìn \T1.1;Sube \T1.1;proyecciòn de terreno \T1.1;vacio 13 13 H D A B C H F \T0.8;planta de azoteas \T1.1;proyecciòn de terreno 1 2 3 5 7 9 11 \T1.1;domo D F A B C G \T1.1;proyecciòn de terreno \T1.1;vacio 13 H 5 2 5 5 5 5 5 5 5 5 5 5 5 5 5 0.125 5 3.525 5 5 . 5 5 4.925 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.125 5 3.525 5 5 5 5 5 5 5 5 5 5 0.125 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 \T1.1;domo UBICACIÓN PLANO PROYECTO INSTALACIÒN HIDRÀULICA PROPIETARIO CASA HABITACIÓN MARZO/2012 FECHA DISEÑO ARQ. ADRIÁN FLORES ÁNGELES ESCALA 1:50 COTA MTS PLANO I-HID.-1 D.R. y C. CÉDULA PROFESIONAL 2964734 REG. MPAL. 19469-2053 D.R. y C. 169 ING. JOSÉ GPE. VÁZQUEZ PÉREZ - CHECAR COTAS Y EJES EN PLANOS ARQUITECTONICOS Y EN LA OBRA - LAS COTAS RIGEN SOBRE EL DIBUJO - LOS NIVELES ESTAN EN METROS - VERIFICAR MEDIDAS EN OBRA NOTAS: \A1;90 NORTE \T1.1;domo 1.20X2.10 0.70X2.10 1.20X2.10 0.90X2.10 \T1.1;vestidor \T1.1;cochera 5 5 5 5 5 5 5 \W5.03107; CAP. DE CISTERNA \W5.03107; 6,000LTS \W5.88535; 2.00X2.00X1.50M \W9.52223; t.p.c Ø13mm \W8.38122; B \W4.58521; RED GENERAL. S.C.A.F. d13MM \W9.52223; t.p.c Ø13mm \W9.45302; LL.N. \W9.45302; LL.N. B.C.A.F d19MM \W9.52223; t.p.c Ø13mm \W9.52223; t.p.c Ø13mm B.C.A.F d19MM S.C.A.A d19MM \W9.52223; t.p.c Ø13mm \W9.52223; t.p.c Ø13mm \W9.52223; t.p.c Ø13mm \W9.52223; t.p.c Ø13mm S.C.A.F. d13MM S.C.A.C d13MM B.C.A.F d19MM \W9.45302; LL.N. \W9.45302; LL.N. S.C.A.A d19MM \W9.52223; t.p.c Ø13mm \W9.52223; t.p.c Ø13mm \W9.52223; t.p.c Ø13mm \W9.52223; t.p.c Ø13mm B.C.A.F d19MM S.C.A.C d13MM B.C.A.F. d19MM B.C.A.F. d19MM TINACO DE 750LTS. \W9.52223; t.p.c Ø19mm \W9.52223; t.p.c Ø19mm \W9.52223; t.p.c Ø19mm \W9.52223; t.p.c Ø13mm \Q0;\T0.85;INSTALACIÓN HIDRÁULICA 5 5 B.C.A.F d19MM B.C.A.F d19MM nivel de pretil nivel de piso terminado cota de puertas en centimetros cambio de nivel de piso terminado CALLE COSECHA-CAMPESINO No. 156, L-4, M-9 ROJO GOMEZ, PACHUCA DE SOTO HGO. SANCHEZ PEREZ ALBERTO NOTAS GENERALES * LOS NIVELES ESTAN DADOS EN RELACION AL EDIFICIO * PARA EL NIVEL DE PISO TERMINADO EN PLANTA BAJA (NPT) CON RESPECTO AL BANCO DE NIVEL, VER PLANO DE CONJUNTO * UTILIZAR ESTE PLANO EN ZONAS DE SISMICIDAD BAJA Y MEDIA (A Y B). ESTR. 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Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, block, DWG, einrichtungen, facilities, gas, gesundheit, isometric, isometrics, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, wasser bestimmung, water