House Of Monitoring DWG Section for AutoCAD

House Of Monitoring DWG Section for AutoCAD

House of monitoring – Plants – Sections – Details

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

plant finished in floor, booth, control, plant, finishes, rinconada, rodriguez basich arquitects sa de cv, date: brisamar jewelry, acapulco, warrior, detail plans governing the general plans, executive, space :, project :, revision :, plane :, scale :, project key :, no. plane:, area :, location :, floor finished in wall and ceiling, wall finishes, surveillance, elevation int. a, hardwood desk of the region finished clear varnish, location plant, details, east, west, south, north, electric criterion and lighting, see attached technical sheet, electric criteria, executive project, entry booth, project management , doors and ventanería, ventaneria, doors and, coastal miguel aleman, pearl condominium, income, keys, plant masonry, masonry, architectural plant, bap, architectural, west elevation, sections, east elevation, south elevation, north elevation, elevations and, fabric, yellow plastic, green plastic, gray matte, black plastic, for laminated profiles ipr, ips, minimum coatings for concrete :, all steel for reinforcement, for dalas and castles only, plate and channels cps, structural steel: , concrete :, steel reinforcement :, slabs,, banked beams :, dalas and castles :, beams :, for structural elements, live loads :, regulations :, steel structures :, concrete structures :, general construction :, p main, materials :, zone :, earthquake :, sound, foundation plant, rev :, symbology, plane no :, rev, indicated, acot :, design :, drawing :, check :, k castle, down, up, contraflecha , element banked to, t trabe, h cant, tc contratrabe, b base, e, this abutment, l full slab, mc concrete wall, npt level finished floor, ntn natural terrain level, ntc concrete top level, ntm top level masonry , nt temperature rib, enclosure, thickness, cc concrete column, dl dala, with this plane. please go to engineering and integral services., mark the architectural project, assemble the concrete elements, and must adapt to the, the architectural project for, centimeter., issued for revision, structural design:, tvhh, by, description, not of detail., of architectural plans., content:, structural plant, the original size of this plane, notes and specifications, guardhouse, detail of armed, npt, ntm, wall, c wall, in the elaboration of fillings, with cement floor should be, prefer the use of material, of floors do not indicate otherwise., bench, as long as the study, admissible effort in the, the fillings for the shoes, a volumetric weight not less, follow the guidelines marked, for the study of floors., should be compacted until reaching, improved soil, leveling with tezon, specifications masonry, type, armed castles, dimensions in mm, pergola of logs of wood, structural plant roof, parapet, ej e, h free mezzanine, if used, jalcreto block, brick, for parapets, roof slab, only lime as cement, the use of mortars containing mortar and the alignment of the pieces will not be accepted. the thickness of horizontal and vertical pieces of the pieces. its thickness, the mortar in the joints will completely cover the walls, it will be the minimum that allows a uniform layer of the pieces of clay, the pieces based on cemen-, – they must be saturated prior to their placement to-, masonry construction :, they must be dry when placed., amount of water that ensures a liquid consistency, and minimum overlaps will be those that are specified for, fixed during casting. the covering, separation, the reinforcement will be placed so that it will be maintained, without segregation of the constituent materials., strength, interior or exterior to the wall, will have the concrete for the casting of elements of re, between the first course and the foundation that could, for walls of natural stones, for walls of block or partition, proportion in volume for the mortar, the minimum quantity of water would be used, resulting in a mortar easily workable, type parts parts, cement lime sand , together:, mortar type ii, mortar type iii, types of mortar :, reinforced concrete., reinforcement :, concrete :, wetting of the pieces :, cracks, pieces., of cement, connection wall-pergola, wall structuring, detail of light slab, general notes, construction details, shoes:, contratrabes:, sep type, concrete joist, preconsa or similar, deck system is modified, drej

Raw text data extracted from CAD file:

planta acabados en piso escala 1_50 1 2 3 3 3 CASETA DE CONTROL CC-01 PLANTA 1:50 DE ACABADOS RINCONADA TEL (744) 1004713 basich@aca.cableonline.com.mx ACAPULCO, GUERRERO CP 39690 MEXICO MAJAGUEY 17 -10 COSTA AZUL ALAMINOS RODRIGUEZ BASICH ARQUITECTOS SA DE CV 01/FEB/06 FECHA: JOYAS DE BRISAMAR ACAPULCO, GUERRERO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES EJECUTIVO ESPACIO: PROYECTO: 4 REVISION: PLANO: ESCALA: RBA-399 CLAVE DE PROYECTO: No. PLANO : AREA: UBICACION: planta acabados en muro y plafón escala 1_50 1 1 1 3 3 3 3 2 2 2 1 1 1 1 1 UBICACION: AREA: No. PLANO : CLAVE DE PROYECTO: RBA-399 ESCALA: PLANO: REVISION: 4 PROYECTO: ESPACIO: EJECUTIVO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES ACAPULCO, GUERRERO JOYAS DE BRISAMAR FECHA: 01/FEB/06 RODRIGUEZ BASICH ARQUITECTOS SA DE CV MAJAGUEY 17 -10 COSTA AZUL ALAMINOS ACAPULCO, GUERRERO CP 39690 MEXICO TEL (744) 1004713 basich@aca.cableonline.com.mx RINCONADA ACABADOS MURO 1:50 PLANTA CC-01 DE CONTROL CASETA N: ???.?? \A1;2.59 \A1;0.78 \A1;2.26 \A1;2.20 \A1;1.17 \A1;0.85 \A1;0.30 \A1;0.30 \A1;1.55 \A1;0.10 \A1;3.10 \A1;1.80 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.10 \A1;3.10 \A1;9.00 \A1;2.87 \A1;3.10 \A1;0.60 \A1;0.60 \A1;1.80 \A1;0.10 \A1;0.53 \A1;2.10 \A1;0.90 \A1;0.50 \A1;0.15 \A1;2.10 \A1;1/2 \A1;1/2 \A1;0.50 \A1;0.60 \A1;0.85 \A1;1/2 \A1;1/2 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.30 \A1;R1.44 \A1;1.99 \A1;0.40 \A1;0.55 \A1;0.40 \A1;0.05 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.05 \A1;0.30 \A1;0.55 \A1;2.40 \A1;2.00 \A1;0.60 \A1;0.75 \A1;0.10 \A1;1.55 \A1;2.40 \A1;0.60 \A1;0.18 vigilancia 2 1 3 4 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.10 +/-0.00 +3.10 +2.80 a d f c 5 5 5 5 5 5 5 +/-0.00 +3.10 +2.80 5 5 5 5 5 1/2 1/2 5 5 5 1/2 1/2 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 alzado int. A escala 1_25 escala 1_25 planta det. 3 escala 1_25 alzado int.4 escala 1_25 sección 1 estanteria de madera dura de la región acabado barniz claro 2" de grosor ventana 2 ver plano PYV-01 escritorio de madera dura de la región acabado barniz claro planta de ubicación escala 1_50 Pintura vinílica Comex color AM16-2 terminado mate, serie Pro 1000 plus estanteria de madera dura de la región acabado barniz claro 2" de grosor ventana V-3 ver plano PyV-01 \A1; AR-A-01 A-00 AR-A-01 2 2 AR-A-01 2 AR-A-01 2 2 2 2 escritorio de madera dura de la región acabado barniz claro silla secretarial c/respaldo de altura ajustable, elev. neu- mática, medidas .62x.65x.97x1.04 marca pmsteele color arena, mod. 4504A TGE (ver imagen) \A1; UBICACION: AREA: No. PLANO : CLAVE DE PROYECTO: RBA-399 ESCALA: PLANO: REVISION: 4 PROYECTO: ESPACIO: EJECUTIVO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES ACAPULCO, GUERRERO JOYAS DE BRISAMAR FECHA: 01/FEB/06 RODRIGUEZ BASICH ARQUITECTOS SA DE CV MAJAGUEY 17 -10 COSTA AZUL ALAMINOS ACAPULCO, GUERRERO CP 39690 MEXICO TEL (744) 1004713 basich@aca.cableonline.com.mx RINCONADA DETALLES 1:50 PLANTA CC-01 DE CONTROL CASETA AR-A-01 A-00 \A1;0.50 \A1;0.78 \A1;0.78 \A1;0.39 \A1;0.39 \A1;1.10 \A1;0.61 \A1;1.00 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;0.35 \A1;0.41 \A1;0.41 \A1;0.98 \A1;0.35 \A1;0.35 \A1;0.45 \A1;0.70 \A1;0.70 \A1;0.61 AR-02 ESTE AR-03 OESTE AR-04 SUR AR-04 NORTE 2 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 2 2 3 1 1 3 3 3 4 4 5 2 criterio eléctrico e iluminación escala 1_50 C LUMINARIA VENTOR, EMPOTRADA A PISO IL/3,50W, COLOR NEGRO MARTILLADO SPOT CONSTRULITA ALTEA P/ EMPOTRAR MR16-12V QBGA-B9542 LUMINARIA ARBOTANTE IGUZZINI OLIMPIA 11W, SIN PANTALLA COLOR NEGRO, H= 2.20 2 PZAS. 6 PZAS. 3 PZAS. VER FICHA TECNICA ANEXA APAGADOR BTICINO METALICO TITANIO CLARO P/APAGADOR Y CONTACTO 2 3 pzas. 4 pzas. VER FICHA TECNICA ANEXA VER FICHA TECNICA ANEXA VER FICHA TECNICA ANEXA CASETA DE CONTROL CC-01 PLANTA 1:50 CRITERIO ELECTRICO RINCONADA TEL (744) 1004713 basich@aca.cableonline.com.mx ACAPULCO, GUERRERO CP 39690 MEXICO MAJAGUEY 17 -10 COSTA AZUL ALAMINOS RODRIGUEZ BASICH ARQUITECTOS SA DE CV 01/FEB/06 FECHA: JOYAS DE BRISAMAR ACAPULCO, GUERRERO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES EJECUTIVO ESPACIO: PROYECTO: 4 REVISION: PLANO: ESCALA: RBA-399 CLAVE DE PROYECTO: No. PLANO : AREA: UBICACION: PROYECTO EJECUTIVO CASETA DE INGRESO DIRECCION DE PROYECTOS N: ???.?? AR-A-01 A-00 \A1;1.00 \A1;1.55 \A1;0.70 \A1;2.21 \A1;0.70 \A1;0.80 \A1;0.80 \A1;2.10 \A1;2.10 \A1;0.90 \A1;0.90 \A1;0.82 \A1;0.60 \A1;1/3 \A1;1/3 \A1;1/3 AR-02 ESTE AR-03 OESTE AR-04 SUR AR-04 NORTE 5 \A1; pergola de rollizos de madera de la región, 1 mts de largo .20 mts. 0, tratadas para la intemperie +2.50 5 5 5 5 +2.20 +2.20 5 5 5 5 5 5 5 5 1/3 1/3 1/3 puertas y ventanería escala 1_25 V-2 V-3 V-1 P-1 P-2 V-4 V-1 V-2 V-3 escala 1_50 planta de ubicación P-1 P-2 V-4 F F F F F F F F UBICACION: AREA: No. PLANO : CLAVE DE PROYECTO: RBA-399 ESCALA: PLANO: REVISION: 4 PROYECTO: ESPACIO: EJECUTIVO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES ACAPULCO, GUERRERO JOYAS DE BRISAMAR FECHA: 01/FEB/06 RODRIGUEZ BASICH ARQUITECTOS SA DE CV MAJAGUEY 17 -10 COSTA AZUL ALAMINOS ACAPULCO, GUERRERO CP 39690 MEXICO TEL (744) 1004713 basich@aca.cableonline.com.mx RINCONADA VENTANERIA 1:50 PUERTAS Y CC-01 DE CONTROL CASETA UBICACION: AREA: No. PLANO : CLAVE DE PROYECTO: RBA-399 ESCALA: PLANO: REVISION: 3 PROYECTO: ESPACIO: EJECUTIVO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES ACAPULCO, GUERRERO COSTERA MIGUEL ALEMAN FECHA: 01/FEB/06 RODRIGUEZ BASICH ARQUITECTOS SA DE CV MAJAGUEY 17 -10 COSTA AZUL ALAMINOS ACAPULCO, GUERRERO CP 39690 MEXICO TEL (744) 1004713 basich@aca.cableonline.com.mx CONDOMINIO PERLA \A1;2.59 \A1;0.78 \A1;2.26 \A1;2.20 \A1;1.17 \A1;9.00 \A1;0.18 \A1;0.35 \A1;1.00 \A1;1.00 \A1;0.34 \A1;0.18 \A1;0.35 \A1;1.00 \A1;1.00 \A1;0.34 \A1;2.87 \A1;2.87 \A1;2.59 \A1;0.78 \A1;2.26 \A1;2.20 \A1;1.17 \A1;9.00 \A1;2.59 \A1;0.78 \A1;2.26 \A1;2.20 \A1;1.17 \A1;9.00 \A1;9.00 \A1;3.37 \A1;2.26 \A1;0.78 \A1;2.59 \A1;2.87 \A1;0.53 \A1;1.00 \A1;1.34 \A1;2.87 \A1;0.34 \A1;2.18 \A1;0.35 \A1;2.87 \A1;0.53 \A1;1.00 \A1;0.34 \A1;1.00 \A1;2.59 \A1;0.78 \A1;2.26 \A1;2.20 \A1;1.17 \A1;9.00 \A1;2.87 ?? ?-?? \A1;2.59 \A1;3.04 \A1;2.28 \A1;1.09 \A1;9.00 \A1;0.35 \A1;0.18 \A1;0.35 \A1;1.00 \A1;1.00 \A1;0.34 \A1;1.00 \A1;2.87 \A1;2.87 \A1;1.00 \A1;0.34 \A1;0.85 \A1;0.30 \A1;0.30 \A1;1.55 \A1;0.10 \A1;3.10 \A1;1.80 \A1;0.30 \A1;0.30 \A1;0.60 \A1;3.10 \A1;0.10 \A1;3.10 \A1;2.40 \A1;0.60 \A1;0.10 \A1;0.30 \A1;0.30 \A1;2.10 \A1;3.10 \A1;0.10 \A1;0.30 \A1;0.85 \A1;0.30 \A1;0.30 \A1;1.55 \A1;3.10 \A1;0.10 \A1;0.30 \A1;1.85 \A1;0.55 \A1;0.10 \A1;2.40 \A1;3.00 \A1;0.30 \A1;0.60 \A1;0.60 \A1;0.60 \A1;1.80 \A1;0.10 \A1;3.10 \A1;0.60 \A1;2.10 \A1;0.10 \A1;3.10 \A1;0.30 \A1;0.60 \A1;0.60 \A1;1.80 \A1;0.10 \A1;3.10 \A1;3.10 \A1;0.50 \A1;0.10 \A1;1.55 \A1;0.85 \A1;0.10 \A1;0.85 \A1;0.60 \A1;1.55 \A1;3.10 \A1;0.10 N: ???.?? \A1;R1.00 \A1;R1.00 \A1;1.00 \A1;R1.00 wc ingreso vigilancia vigilancia wc llaves 2 1 3 4 5 6 a b c d e f 5 5 5 5 5 2 1 3 4 5 6 a b c d e f 5 5 5 5 5 5 5 5 5 5 5 5 5 2 1 3 4 5 6 5 5 5 5 5 5 N+0.00 N+0.10 N+0.10 N+0.10 N+0.00 2 1 3 4 5 6 5 5 5 5 5 5 2 1 3 4 6 5 5 5 5 5 a d f c 5 5 5 5 a b e f 5 5 5 5 a d f c 5 5 5 e 5 5 2 1 3 4 5 6 5 5 5 5 5 5 a b e f 5 C" AR-04 C AR-04 D" AR-04 D AR-04 B" AR-03 B AR-03 A" AR-02 A AR-02 vigilancia vigilancia wc 5 2 1 4 5" 6 a b c d e f 5 5 5 5 2 1 4 5" 6 a b c d e f 5 5 5 5 5 5 5 5 5 N+2.60 N+2..80 5 5 N+3.10 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 5 5 5 5 5 5 5 5 N+2..80 5 5 5 5 5 5 5 5 5 5 5 +3.10 +2.80 +0.10 +/-0.00 +/-0.00 +/-0.00 +/-0.00 +/-0.00 +/-0.00 +/-0.00 +/-0.00 +2.80 +2.80 +2.80 +3.10 +3.10 +3.10 +3.10 +3.10 +3.10 +2.60 +2.60 5 5 1.00 5 N+2.50 \A1;2.02 \A1;0.36 \A1;0.18 \A1;0.60 \A1;1.82 \A1;2.50 \A1;2.36 \A1;2.26 \A1;0.82 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 \A1;0.18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.675 2.40 0.85 0.675 2.40 0.85 2.35 2.40 0.85 0.80 2.10 0.10 0.80 2.10 0.10 0.80 2.40 1.80 planta albañilerías escala 1_50 MURO DE BLOCK HUECO DE JALCRETO 11X14X28 cms MURO DE BLOCK HUECO DE JALCRETO 11X14X28 cms CASETA DE CONTROL CC-01 PLANTA 1:50 ALBAÑILERIA RINCONADA TEL (744) 1004713 basich@aca.cableonline.com.mx ACAPULCO, GUERRERO CP 39690 MEXICO MAJAGUEY 17 -10 COSTA AZUL ALAMINOS RODRIGUEZ BASICH ARQUITECTOS SA DE CV 01/FEB/06 FECHA: JOYAS DE BRISAMAR ACAPULCO, GUERRERO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES EJECUTIVO ESPACIO: PROYECTO: 4 REVISION: PLANO: ESCALA: RBA-399 CLAVE DE PROYECTO: No. PLANO : AREA: UBICACION: AR-A-01 A-00 \A1;1.00 AR-02 ESTE AR-03 OESTE AR-04 SUR AR-04 NORTE 5 \A1; pergola de rollizos de madera de la región, 1 mts de largo .20 mts. 0, tratadas para la intemperie planta arquitectónica escala 1_50 PENDIENTE 2% PENDIENTE 2% PENDIENTE 2% PENDIENTE 2% B.A.P. UBICACION: AREA: No. PLANO : CLAVE DE PROYECTO: RBA-399 ESCALA: PLANO: REVISION: 4 PROYECTO: ESPACIO: EJECUTIVO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES ACAPULCO, GUERRERO JOYAS DE BRISAMAR FECHA: 01/FEB/06 RODRIGUEZ BASICH ARQUITECTOS SA DE CV MAJAGUEY 17 -10 COSTA AZUL ALAMINOS ACAPULCO, GUERRERO CP 39690 MEXICO TEL (744) 1004713 basich@aca.cableonline.com.mx RINCONADA ARQUITECTONICA 1:50 PLANTA CC-01 DE CONTROL CASETA AR-A-01 A-00 AR-04 ESTE AR-03 OESTE AR-04 SUR AR-04 NORTE planta arquitectónica escala 1_50 CASETA DE CONTROL CC-01 PLANTA 1:50 ARQUITECTONICA RINCONADA TEL (744) 1004713 basich@aca.cableonline.com.mx ACAPULCO, GUERRERO CP 39690 MEXICO MAJAGUEY 17 -10 COSTA AZUL ALAMINOS RODRIGUEZ BASICH ARQUITECTOS SA DE CV 01/FEB/06 FECHA: JOYAS DE BRISAMAR ACAPULCO, GUERRERO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES EJECUTIVO ESPACIO: PROYECTO: 4 REVISION: PLANO: ESCALA: RBA-399 CLAVE DE PROYECTO: No. PLANO : AREA: UBICACION: alzado oeste escala 1_50 escala 1_50 sección b-b´ UBICACION: AREA: No. PLANO : CLAVE DE PROYECTO: RBA-399 ESCALA: PLANO: REVISION: 4 PROYECTO: ESPACIO: EJECUTIVO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES ACAPULCO, GUERRERO JOYAS DE BRISAMAR FECHA: 01/FEB/06 RODRIGUEZ BASICH ARQUITECTOS SA DE CV MAJAGUEY 17 -10 COSTA AZUL ALAMINOS ACAPULCO, GUERRERO CP 39690 MEXICO TEL (744) 1004713 basich@aca.cableonline.com.mx RINCONADA SECCIONES 1:50 PLANTA CC-01 DE CONTROL CASETA alzado este escala 1_50 escala 1_50 sección a-a´ ´ CASETA DE CONTROL CC-01 PLANTA 1:50 SECCIONES RINCONADA TEL (744) 1004713 basich@aca.cableonline.com.mx ACAPULCO, GUERRERO CP 39690 MEXICO MAJAGUEY 17 -10 COSTA AZUL ALAMINOS RODRIGUEZ BASICH ARQUITECTOS SA DE CV 01/FEB/06 FECHA: JOYAS DE BRISAMAR ACAPULCO, GUERRERO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES EJECUTIVO ESPACIO: PROYECTO: 4 REVISION: PLANO: ESCALA: RBA-399 CLAVE DE PROYECTO: No. PLANO : AREA: UBICACION: alzado sur escala 1_50 escala 1_50 sección d-d´ escala 1_50 alzado norte sección c-c´ escala 1_50 CASETA DE CONTROL CC-01 ALZADOS Y 1:50 SECCIONES RINCONADA TEL (744) 1004713 basich@aca.cableonline.com.mx ACAPULCO, GUERRERO CP 39690 MEXICO MAJAGUEY 17 -10 COSTA AZUL ALAMINOS RODRIGUEZ BASICH ARQUITECTOS SA DE CV 01/FEB/06 FECHA: JOYAS DE BRISAMAR ACAPULCO, GUERRERO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES EJECUTIVO ESPACIO: PROYECTO: 4 REVISION: PLANO: ESCALA: RBA-399 CLAVE DE PROYECTO: No. PLANO : AREA: UBICACION: 0.0 0 0 1 0 0 1 1 1 ("" "") 0 ("nulldisp" "") -1 ("nullsurf" "") 1,1,1 -1,-1,-1 -1 \A1;60 \A1;60 \A1;10 \A1;10 \A1;78 \A1;220 \A1;18 \A1;226 \A1;218 \A1;100 \A1;100 \A1;226 \A1;218 \A1;100 \A1;100 \A1;78 \A1;228 \A1;18 \A1;94 \A1;100 \A1;218 \A1;87 \A1;60 \A1;20 \A1;50 \A1;20 \A1;H=150 \A1;60 \A1;15 \A1;15 \A1;15 \A1;25 \A1;15 \A1;25 \A1;15 \A1;15 \A1;20 \A1;15 \A1;60 \A1;MURO e=14 (S/ACABADOS) \A1;CASTILLO O DALA e=15 \A1;150 \A1;MURO e=14 (S/ACABADOS) \A1;CASTILLO O DALA e=15 \A1;PRETIL \A1;15 \A1;240 \A1;2 H 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0.0000,0.0000,0.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.3")(11 "Kd" "0.7")(11 "Ks" "1")(11 "roughness" "0.32") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 kg/cm2 kg/cm2 ASTM A36 (DUAL A36-50) PARA PERFILES LAMINADOS IPR, IPS, RECUBRIMIENTOS MINIMOS PARA EL CONCRETO: TODO EL ACERO PARA EL REFUERZO PARA DALAS Y CASTILLOS UNICAMENTE DEL CONCRETO ASTM A615, ASTM A706 PLACA Y CANALES CPS Acero Estructural: Concreto: TMA: 3/4" (19 mm) Acero de Refuerzo: TMA: 1/2" (13 mm) LOSAS: TRABES PERALTADAS: DALAS Y CASTILLOS: TRABES: 2530 4200 150 f'c= 2 CMS. 2 CMS. kg/cm2 2 CMS. 5 CMS. Fy = Fy = AISC, ASD 9na Ed. Aci - 318 -99 C. SISMICO (c): CONCRETO GRADO B (PREMEZCLADO) PARA ELEMENTOS ESTRUCTURALES F. DUCTILIDAD ( Q ): CARGAS VIVAS: AZOTEA S < 5%: REGLAMENTOS: ESTRUCTURAS DE ACERO: ESTRUCTURAS DE CONCRETO: GENERAL CONSTRUCCION: Concreto: PRINCIPALES MATERIALES: ZONA: SISMO: CFE 1997 SONORA C CFE 1997 100 2 kg/m2 200 f'c= kg/cm2 PLANTA DE CIMENTACION 01 1 A 6 0.35 0.13 0.20 0.20 0.13 0.50 R O O L C 5 4 2 3 1 B C 0.35 0.13 0.20 S S E 30 8-9 7 D 1 REV: EC-9800-00 E 1 2 3 5 4 6 11 7 SIMBOLOGIA EC-0547-01 PLANO No: FEB / 2006 FECHA: 1 REV INDICADA ESCALA: cm ACOT: A DISENO: DIBUJO: REVISO: K CASTILLO ABAJO ARRIBA CONTRAFLECHA ELEMENTO PERALTADO HACIA ELEMENTO PERALTADO HACIA T TRABE h PERALTE TC CONTRATRABE b BASE E, EST ESTRIBO L LOSA LLENA MC MURO DE CONCRETO NPT NIVEL PISO TERMINADO NTN NIVEL TERRENO NATURAL NTC NIVEL TOPE CONCRETO NTM NIVEL TOPE MAMPOSTERIA NT NERVADURA DE TEMPERATURA CE CERRAMIENTO e ESPESOR CC COLUMNA DE CONCRETO DL DALA 2 3 5 4 6 CON ESTE PLANO. FAVOR DE DIRIGIRSE A INGENIERIA Y SERVICIOS INTEGRALES. QUE MARQUE EL PROYECTO ARQUITEC. 8.- PARA CUALQUIER DUDA RELACIONADA ARMAR LOS ELEMENTOS DE CONCRETO. RALES Y DEBERAN ADECUARSE A LOS EL PROYECTO ARQUITECTONICO PARA 6.- REVISAR DIMENSIONES EN OBRA CONTRA 5.- NIVELES EN METROS , ACOTACIONES EN 7.- LOS NIVELES MOSTRADOS SON GENE- CENTIMETROS. 10 EMITIDO PARA REVISION DISENO ESTRUCTURAL: B 0 REV TVHH POR DESCRIPCION C 1.- ESTE PLANO ES DE INGENIERIA BASICA 3.- TODA COTA PARA TRAZO TOMARLA NO DE DETALLE. 2.- LAS COTAS RIGEN EL DIBUJO. 4.- DETALLES SIN ESCALA. DE PLANOS ARQUITECTONICOS. CONTENIDO: PLANTA ESTUCTURAL 60 x 40 cm NODO A NODO EL TAMANO ORIGINAL DE ESTE PLANO SIMBOLOGIA NOTAS Y ESPECIFICACIONES PLANTA DE CIMENTACION CASETA VIGILANCIA D UBICACION: PROYECTO: E ESCALA 1 : 100 03 DETALLE DE ARMADOS 10 N.P.T. N.T.M. 10 MURO L C MURO 1.- ESTE PLANO ES DE INGENIERIA BASICA 7 EN LA ELABORACION DE RELLENOS CON SUELO CEMENTO SE DEBERA PREFERIR EL USO DE MATERIAL DE DE SUELOS NO INDIQUE OTRA COSA. BANCO, SIEMPRE Y CUANDO EL ESTUDIO A 1800 kg/m3. ESFUERZO ADMISIBLE EN EL TERRENO Ga= 10.00 Ton/m2. PROFUNDIDAD DE DESPLANTE [ H ] H= 1.50 m APARTIR DE N.T.N. LOS RELLENOS PARA LAS ZAPATAS UN PESO VOLUMETRICO NO MENOR SEGUIR LOS LINEAMIENTOS MARCADOS POR EL ESTUDIO DE SUELOS. 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DE LARGO d=20 CMS. PLANTA ESTRUCTURAL DE AZOTEA 04 DETALLES DE ARMADO EN ZAPATA CORRIDA ZC-1 08 MURO e=14 (S/ACABADOS) CASTILLO O DALA e=15 PRETIL 15 EJE MURO 240 H LIBRE ENTREPISO EN CASO DE UTILIZAR BLOCK DE JALCRETO COLOCAR 2 HILADAS LADRILLO DE LAMA 2 H DL-1 PARA PRETILES CON H>0.60 m DL-1 O ELEMENTO ESTRUCTURAL LOSA AZOTEA DL-0 NPT N+0.100 UNICAMENTE CAL COMO CEMENTANTE NO SE ADMITIRA EL EMPLEO DE MORTEROS QUE CONTENGAN MORTERO Y LA ALINEACION DE LAS PIEZAS. EL ESPESOR DE RAS HORIZONTALES Y VERTICALES DE LAS PIEZAS. SU ESPE- EL MORTERO EN LAS JUNTAS CUBRIRA TOTALMENTE LAS CA- LAS JUNTAS NO EXCEDERA DE 1.5 CMS; EXCEPTO LA JUNTA SOR SERA EL MINIMO QUE PERMITA UNA CAPA UNIFORME DE DAS LAS PIEZAS DE BARRO, LAS PIEZAS A BASE DE CEMEN- - DEBERAN SATURARSE PREVIAMENTE A SU COLOCACION TO- CONSTRUCCION DE MAMPOSTERIA: TO DEBERAN ESTAR SECAS AL COLOCARSE. °- LAS PIEZAS EMPLEADAS DEBERAN ESTAR LIMPIAS Y SIN CANTIDAD DE AGUA QUE ASEGURE UNA CONSISTENCIA LIQUIDA Y TRASLAPES MINIMOS SERAN LOS QUE SE ESPECIFICAN PARA FIJO DURANTE EL COLADO. EL RECUBRIMIENTO, SEPARACION EL REFUERZO SE COLOCARA DE MANERA QUE SE MANTENGA EL TAMANO MAXIMO DEL AGREGADO SERA DE 1 CM. SIN SEGREGACION DE LOS MATERIALES CONSTITUYENTES. FUERZO, INTERIORES O EXTERIORES AL MURO, TENDRAN LA LOS CONCRETOS PARA EL COLADO DE ELEMENTOS DE RE- ENTRE LA PRIMERA HILADA Y LA CIMENTACION QUE PODRA PARA MUROS DE PIEDRAS NATURALES PARA MUROS DE BLOCK O TABIQUE RESISTENCIA MINIMA A LA COMPRESION 75 Kg/cm2 PROPORCIONAMIENTO EN VOLUMEN PARA EL MORTERO III 1 1/2 A 1 1/4 II 1 1/4 A 1/2 NO MENOS DE SE EMPLEARA LA MINIMA CANTIDAD DE AGUA QUE DE COMO RESULTADO UN MORTERO FACILMENTE TRABAJABLE TIPO PARTES PARTES PARTES RESISTENCIA MINIMA A LA COMPRESION 40 Kg/cm2 CEMENTO CAL ARENA JUNTAS: MORTERO TIPO II MORTERO TIPO III TIPOS DE MORTERO: CONCRETO REFORZADO. REFUERZO: CONCRETOS: TENER 2.5 CMS. HUMEDECIMIENTO DE LAS PIEZAS: RAJADURAS PIEZAS. 2.25 NI MAS DE 3 VECES LA SUMA DE CEMENTANTES DL-0 ROLLIZO DE MADERA d20CMS. 05 CONEXION MURO-PERGOLA 07 ESTRUCTURACION MURO 06 DETALLE DE LOSA ALIGERADA NOTAS GENERALES DETALLES DE CONSTRUCCION \A1;ANGULO 3"x1/4" 5 \A1;K-1 0.38 ZAPATAS: 5 CMS. CONTRATRABES: 5 CMS. ESCALA 1 : 100 K-2 E#3@20 b=e MURO TEZON h=40 TC-1 40 e 1#4 @ ESQ V30 V30 V30 V30 V30 5 SEP TIPO 7 10 11 h=11 V30 VIGUETA DE CONCRETO PRECONSA O SIMILAR 67 67 BOVEDILLA DE POLIESTIRENO 9x63 FANOSA O SIMILAR \A1;VIGUETA DE CONCRETO PRETENSADA h=11 PRECONSA O SIMILAR \A1;CAPA DE COMPRESION \A1;MALLA ELECTROSOLDADA 6x6 10/10 4 11 15 \A1;BOVEDILLA DE POLIESTIRENO SE MODIFICA SIST DE CUBIERTA 1 DREJ TEL (744) 1004713 basich@aca.cableonline.com.mx ACAPULCO, GUERRERO CP 39690 MEXICO MAJAGUEY 17 -10 COSTA AZUL ALAMINOS RODRIGUEZ BASICH ARQUITECTOS SA DE CV N: ???.?? \A1;2.59 \A1;0.78 \A1;2.26 \A1;2.20 \A1;1.17 \A1;0.85 \A1;0.30 \A1;0.30 \A1;1.55 \A1;0.10 \A1;3.10 \A1;1.80 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.10 \A1;3.10 \A1;9.00 \A1;2.87 \A1;3.10 \A1;0.60 \A1;0.60 \A1;1.80 \A1;0.10 \A1;0.53 \A1;2.10 \A1;1.80 \A1;0.90 \A1;0.50 \A1;0.15 \A1;2.10 \A1;1/2 \A1;1/2 \A1;0.50 \A1;0.60 \A1;0.85 \A1;1/2 \A1;1/2 vigilancia 2 1 3 4 5 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.10 +/-0.00 +3.10 +2.80 a d f c 5 5 5 5 5 5 5 +/-0.00 +3.10 +2.80 5 5 5 5 5 1/2 1/2 5 5 5 1/2 1/2 alzado int. 1 escala 1_25 1.80 escala 1_25 alzado int. 3 escala 1_25 alzado int.4 escala 1_25 alzado int. 2 azulejo vitromex serie viva, color hueso, 25 x 35 cms ajuste de azulejo 5 cms. sanitario marca American Standard serie New Cadet 2" EL 01654 color blanco ventana 4 ver plano PYV-01 Pintura vinílica Comex color AM16-2 terminado mate, serie Pro 1000 plus planta de ubicación escala 1_25 Pintura vinílica Comex color am16-2 terminado mate, serie Pro 1000 plus azulejo vitromex serie viva, color hueso, 25 x 35 cms lavamanos de pedestal de loza vitrificada American Standard serie new cadet 01633 color blanco sanitario marca American Standard serie New Cadet 2" EL 01654 color blanco ventana 4 ver plano PYV-01 ventana 4 ver plano PYV-01 Pintura vinílica Comex color AM16-2 terminado mate, serie Pro 1000 plus puerta 2 ver plano PYV-01 \A1; dispensador Jofel, serie junior acero inoxidable rollo 9" AR-A-01 A-00 A-00 AR-A-01 AR-A-01 A-00 AR-A-01 A-00 CASETA DE CONTROL CC-01 PLANTA 1:50 DETALLES RINCONADA TEL (744) 1004713 basich@aca.cableonline.com.mx ACAPULCO, GUERRERO CP 39690 MEXICO MAJAGUEY 17 -10 COSTA AZUL ALAMINOS RODRIGUEZ BASICH ARQUITECTOS SA DE CV 01/FEB/06 FECHA: JOYAS DE BRISAMAR ACAPULCO, GUERRERO LOS PLANOS DE DETALLE RIGEN SOBRE LOS PLANOS GENERALES EJECUTIVO ESPACIO: PROYECTO: 4 REVISION: PLANO: ESCALA: RBA-399 CLAVE DE PROYECTO: No. PLANO : AREA: UBICACION:

Language	Spanish
Drawing Type	Section
Category	Doors & Windows
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	abrigo, access, acesso, autocad, details, DWG, house, hut, l'accès, la sécurité, monitoring, obdach, ogement, plants, safety, section, sections, security, shelter, sicherheit, vigilancia, Zugang