Roof 4 Waters DWG Block for AutoCAD

Roof 4 Waters DWG Block for AutoCAD

Building roof to 4 waters

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

treadmill, office, dais, boardroom, runner, cell, of cop, bathrooms, command, cell, boardroom, dais, cm., var. var., chain, var., var. var., cm., castles, var., intermediate chain, var. var., closing chain, armed with armex castle, scale:., detail of exits, toilet, handwash, migrant, jets, tee, reducer, elbow, minimum, niv floor, register machine, principal, pipeline, register machine, detail of connection of, drinking water, power plant, register machine, principal, pipeline, register machine, nomenclature of connection, bronze reducer clamp, male adapter p.v.c, pipe p.v.c., accountant, packing, stopcock, nipple galvanized, horizontal check, Universal union, gate valve, hydraulic symbolism, indicates indicated pvc pipe, horizontal tee pvc, indicates percentage of slope, indicates direction of slope, elbow pvc, indicates drinking water comes, vap., stopcock, indicated pvc pipe, accountant, check valve, tank lift, reduction, pvc, scale, reducer tee, pvc, valve, male adapter, pvc, against key, angle, floor level, floor level, against key, valve, angle, pvc, reducer tee, sink elevation, scale, pvc, elevated tank toilet, pvc, angle valve, with back, adapter, elbow, nipple, pvc, scale, reducer tee, floor level, sink elevation, reducer tee, against key, angle, nipple, elbow, pvc, adapter, scale, pvc, elbow, floor level, ventilation, valve, Anonymous Society of Variable Capital, construction projects, constructions projects kfm s.a de c.v, rfc., Warrior., street pedro asensio no. neighborhood of the dispensary, kfm, cimentacion plant, tank, cell, basement plant, cell, tank, cell, basement plant, cell, Note: The plane should not be measured with a scale. the constructor must verify all dimensions data levels before starting the work. all omissions errors will be reported to the engineer. Variations modifications to the project should not be carried out without the written permission of the engineer dependency. this drawing is exclusive property can only be reproduced with the corresponding permission. in case of reproduction of it the name of the designer engineer must appear., stolen, type of extreme anchorage, together forming rectangular pictures, joint formed with the edger, consolidated land, strip in tune with the edger, detail of joints in concrete pavement, consolidated land, concrete striped fine finish with hairbrush, variable, shoe detail, isolated footing, dice, from cms, concrete, cm., vars.del, armed with cm. in both t.a.m.a., structural specifications, structural concrete reinforcing steel blast furnaces high strength coatings: in foundations ………………………… cm. in columns ……………………………. cm. stirrups of the dice must comply with the following form: of the stirrup, table of rod diameters, do not. overlap folds hooks, minimum, minimum hook, reinforced concrete floor of cm., var. var. of the no. cms., var., cm., revised:, draft:, drawing:, work:, scale:, scale, date:, not plan:, I will say

Raw text data extracted from CAD file:

caminadora caminadora caminadora \A1;16.00 \A1;9.00 \A1;3.35 \A1;2.70 \A1;2.00 \A1;13.55 \A1;7.85 \A1;2.85 \A1;5.70 \A1;1.10 \A1;1.10 \A1;9.00 \A1;2.00 \A1;5.55 \A1;16.00 OFICINA ESTRADO SALA DE JUNTAS 16.0 8.999999999999773 CORREDOR CELDA 1 CELDA 2 DE POLICIA BAÑOS 1.099999999999909 1.099999999999909 3.349999999999682 2.699999999999818 COMANDANCIA 2.0 13.55000000000018 8.999999999999773 2.0 7.850000000000364 5.549999999999272 16.0 2.849999999999454 5.7000000000005 x´ x 1 2 3 4 6 1 5 6 A B D E F G H I C A B D E F G H I CELDA 2 I H A B D SALA DE JUNTAS ESTRADO E F G C4 20 cm. 20 cm. \A1;25cm. 15cm. 25cm. 2.5cm 4 var. #4 2 var. #3 E # 2 @15cm. CADENA DE DESPLANTE 4 var. #3 E # 2 @15cm. 4 var. #4 2 var. #3 E # 2 @15cm. 4 var. #4 2 var. #3 E # 2 @15cm. 15cm. 15cm. 15cm. 20 cm. 15cm. CASTILLOS. 15cm. 2.5cm. 15cm. 4 var. #3 E # 2 @20cm. CADENA DE INTERMEDIA 30cm. 4 var. #4 2 var. #3 E # 2 @15cm. CADENA DE CIERRE C3 C2 C1 armado con castillo de armex 15cm. 15cm. \A1;.0225 \A1;0.30 \A1;0.525 \A1;0.40 \A1;1.20 \A1;VARIABLE \A1;0.30 E-4 -297.7122900381354 -297.7122900381354 ESCALA:. 1/10 DETALLE DE SALIDAS INODORO LAVAMANOS MIGITORIO CHORROS -297.7122900381354 -297.7122900381354 -297.7122900381354 TEE REDUCTOR \A1;DE \S3/4;" A \S1/2; " CODO 90° -297.7122900381354 minimo 0.30 niv. de piso -297.7122900381354 2 1 2 5 CAJA DE REGISTRO 2 PRINCIPAL TUBERIA CAJA DE REGISTRO DETALLE DE ACOMETIDA DE AGUA POTABLE 2 4 8 3 5 2 6 7 1 8 1 9 PLANTA DE ACOMETIDA 2 4 3 8 5 2 6 7 CAJA DE REGISTRO 2 1 2 5 PRINCIPAL 9 1 8 1 TUBERIA CAJA DE REGISTRO 2 NOMENCLATURA DE ACOMETIDA ABRAZADORA REDUCTORA DE BRONCE 1 ADAPTADOR MACHO P.V.C 3 2 5 4 7 6 9 8 TUBERIA P.V.C. CONTADOR EMPAQUE LLAVE DE PASO NIPLE GALVANIZADO CHEQUE HORIZONTAL UNION UNIVERSAL VALVULA DE COMPUERTA SIMBOLOGIA HIDRAULICA INDICA TUBERIA PVC 0 INDICADO TEE HORIZONTAL PVC INDICA PORCENTAJE DE LA PENDIENTE INDICA SENTIDO DE LA PENDIENTE % CODO PVC A 90° CODO PVC A 90° INDICA VIENE AGUA POTABLE VAP. LLAVE DE PASO TUBERIA PVC 0 INDICADO CONTADOR VALVULA DE CHEQUE \A1;0.21 ELEVACION INODORO DE TANQUE REDUCIDOR PVC d1/2" ESCALA TEE REDUCTORA d X" A d1/2" 1/12.5 PVC d4" -399.9586449613367 VALVULA DE ADAPTADOR MACHO PVC d1/2" O CONTRA LLAVE ANGULO d1/2" NIVEL DE PISO \A1;0.775 1/12.5 NIVEL DE PISO O CONTRA LLAVE VALVULA DE ANGULO d1/2" PVC d1/2" TEE REDUCTORA d X" A d1/2" ELEVACION DE LAVAMANOS ESCALA -399.9586449613367 PVC d2" \A1;0.35 \A1;0.16 \A1;0.305 ALZADO INODORO DE TANQUE -372.4486771092303 PVC d4" VALVULA DE ANGULO O CONTRALLAVE d1/2" ADAPTADOR HG d 1/2" CODO DE NIPLE DE HG d 1/2" PVC d1/2" -372.4486771092303 ESCALA TEE REDUCTORA d X" A d1/2" -372.4486771092303 1/12.5 NIVEL DE PISO \A1;0.55 \A1;0.775 ALZADO DE LAVAMANOS 1/12.5 TEE REDUCTORA d X" A d1/2" O CONTRA LLAVE ANGULO d1/2" NIPLE DE HG d 1/2" CODO DE HG d 1/2" PVC d2" PVC d1/2" ADAPTADOR ESCALA PVC d1/2" -372.4486771092303 CODO d2" NIVEL DE PISO -372.4486771092303 VENTILACION d 1/2" VALVULA DE \A1;3.93 \A1;1.18 \A1;3.26 \A1;10.00 \A1;2.83 \A1;4.00 \A1;2.83 \A1;20.00 \A1;1.18 \A1;1.43 \A1;2.50 \A1;3.93 \A1;4.00 \A1;4.00 \A1;4.00 \A1;1.43 \A1;2.50 \A1;3.26 \A1;20.00 \A1;0.40 \A1;0.80 \A1;0.80 \A1;1.40 \A1;0.35 \A1;0.73 \A1;1.40 \A1;0.35 \A1;0.73 S.A DE C.V CONSTRUCCIONES Y PROYECTOS CONSTRUCCIONES Y PROYECTOS KFM S.A DE C.V RFC. CPK090305UQ7 Ometepec, Guerrero. C.P.41700 Calle Pedro Asensio No. 713, Barrio del Dispensario KFM \A1;5.08 2.5 0.3 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.00 \A1;2.15 \A1;0.85 \A1;0.93 \A1;2.15 \A1;0.93 \A1;0.93 \A1;2.15 \A1;0.93 \A1;0.93 \A1;2.15 \A1;0.93 \A1;1.43 \A1;2.50 \A1;3.26 \A1;8.00 \A1;1.43 \A1;1.15 \A1;1.63 \A1;1.20 \A1;1.30 \A1;1.43 \A1;1.18 \A1;0.80 \A1;0.15 \A1;0.15 \A1;4.00 \A1;4.00 \A1;1.43 \A1;2.50 \A1;4.00 \A1;3.93 \A1;3.93 \A1;3.26 \A1;1.43 \A1;1.40 \A1;4.00 \A1;4.00 \A1;4.00 \A1;1.43 \A1;2.50 \A1;20.00 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.35 \A1;0.35 \A1;1.40 \A1;0.73 \A1;0.73 \A1;4.00 \A1;4.00 \A1;2.50 \A1;4.00 \A1;3.93 A B C D E F E' B' D' 3.924999999999272 1.175000000000182 20.0 1 2 3 4 5 10.0 PLANTA DE CIMENTACIÓN 2.825000000000273 4.0 2.825000000001182 1.174999999998818 1.425609855340554 2.499390144659174 5 5.074999999999818 K-4 2.499767239723042 5 1.500000000000227 1.500000000000455 1.500000000000455 1.500000000000909 1.5 0.9999999999990905 2.150000000000546 0.8499999999994543 0.9249999999992724 2.150000000000546 0.9250000000001819 0.9249999999992724 2.150000000001455 0.9249999999992724 0.9249999999992724 2.150000000000546 0.9250000000001819 1.425609855340554 2.499390144658719 3.25846029479203 8.0 1.425609855341008 1.149999999999636 1.629230147396129 1.199999999999818 1.299390144659355 1.424999999999272 1.174999999998818 0.8041431255685438 0.1500000000000909 0.1499999999996362 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 K-4 A B C D E F E' CISTERNA CELDA 1 CELDA 2 1.399999999999864 PLANTA DE SÓTANO 1 2 3.924999999998818 4.000000000000455 4.0 4.0 1.425609855340554 2.499390144659174 3.25846029479203 19.99999999999955 0.3999999999996362 0.7999999999997272 0.8000000000001819 0.3500000000012733 0.3500000000008185 1.399999999999636 0.7250000000008185 5 4.0 4.0 1.425609855340554 2.499390144659174 3.999999999999545 3.925000000000182 CELDA 2 A B C D E F E' CISTERNA CELDA 1 CELDA 2 1.399999999999864 PLANTA DE SÓTANO 1 2 3.924999999998818 4.000000000000455 4.0 4.0 1.425609855340554 2.499390144659174 3.25846029479203 19.99999999999955 0.3999999999996362 0.7999999999997272 0.8000000000001819 0.3500000000012733 0.3500000000008185 1.399999999999636 0.7250000000008185 5 4.0 4.0 1.425609855340554 2.499390144659174 3.999999999999545 3.925000000000182 CELDA 2 A \fPapyrus|b1|i0|c0|p66; NOTA: \fPapyrus|b0|i0|c0|p66; El plano no debera medirse con escalimetro. el constructor debera verificar todos las dimensiones , datos y niveles antes de iniciar los trabajos. todos los errores u omisiones seran reportadas al ingeniero. variaciones o modificaciones al proyecto no deberan llevarse a cabo sin el permiso por escrito del ingeniero o dependencia. este dibujo es propiedad exclusiva y solo puede ser reproducido con el permiso correspondiente. en caso de reproduccion del mismo debera aparecer el nombre del ingeniero diseñador. N S O E ROBADO A MERE NI MODO TIPO DE ANCLAJE EXTREMO 40 d 40 d 40 d 0.20 1.00 1.00 \A1;13.87 \A1;13.43 \A1;13.43 . \A1;4.52 \A1;4.38 \A1;6.29 \A1;6.29 \A1;7.44 \A1;0.70 \A1;1.30 \A1;0.50 \A1;5.16 \A1;5.16 \A1;3.33 \A1;6.95 \A1;4.25 \A1;13.43 \A1;5.30 \A1;4.52 \A1;4.38 \A1;3.52 \A1;0.94 \A1;1.37 \A1;1.37 \A1;1.37 \A1;1.08 \A1;1.37 \A1;1.37 \A1;1.37 \A1;1.10 \A1;14.13 \A1;14.13 \A1;4.38 \A1;14.57 \A1;4.52 \A1;4.88 \A1;14.57 \A1;13.87 \A1;13.43 \A1;0.80 \A1;0.80 \A1;0.30 \A1;3.58 \A1;3.33 \A1;3.33 \A1;3.47 \A1;3.72 \A1;3.47 \A1;13.03 \A1;13.47 \A1;0.30 \A1;0.80 \A1;0.20 \A1;0.30 \A1;0.80 \A1;0.20 \A1;0.80 \A1;0.80 \A1;0.20 \A1;0.25 \A1;13.43 \A1;4.08 \A1;4.08 \A1;4.08 \A1;0.30 \A1;0.80 \A1;0.40 \A1;0.60 \A1;3.33 \A1;3.58 \A1;3.33 \A1;1.29 \A1;13.87 \A1;13.03 \A1;13.43 \A1;0.80 \A1;0.80 \A1;0.30 \A1;3.58 \A1;3.33 \A1;3.33 \A1;3.47 \A1;3.72 \A1;3.47 \A1;13.47 \A1;13.43 \A1;4.08 \A1;4.08 \A1;4.08 \A1;0.30 \A1;13.03 \A1;13.43 \A1;3.33 \A1;3.47 \A1;3.72 \A1;3.47 \A1;13.47 \A1;1.29 \A1;0.40 \A1;0.60 \A1;3.27 \A1;3.72 \A1;3.47 \A1;0.30 \A1;0.80 \A1;0.20 \A1;0.30 \A1;0.80 \A1;0.20 \A1;0.80 \A1;0.80 \A1;0.25 \A1;13.67 \A1;4.22 \A1;4.22 \A1;4.02 \A1;0.30 \A1;0.20 \A1;0.80 \A1;1.29 \A1;0.20 \A1;13.67 \A1;4.22 \A1;4.22 \A1;4.02 \A1;0.30 JUNTAS FORMANDO CUADROS O RECTANGULO JUNTA FORMADA CON EL CANTEADOR TERRENO CONSOLIDADO FRANJA AFINADA CON EL CANTEADOR Detalle de juntas en pavimento de concreto TERRENO CONSOLIDADO CONCRETO RAYADO ACABADO FINO CON BROCHA DE PELO 1.00 M VARIABLE 0.10 0.05 1.00 0.10 0.10 1.20 0.40 0.20 Detalle de zapata ZA-1 1.00 1.00 0.30 zapata aislada 0.40 0.40 Dado \A1;Dado de 0.30x0.30 cms \A1;Piso de concreto \A1;Esparragos de 3/4" \A1;E#3 @ 15 cm. \A1;8 vars.del # 3 \A1;Placa de 1/2" \A1;Dado \A1;Zapata armada con var.no.3 @ 14 cm. en ambos sentidos, f´c= 250 kg/cm²\fArial|b0|i0|c0|p34; , T.a.m.a. 3/4" Especificaciones estructurales 1._ Concreto estructural f'c=250 kg/cm2. 2._ Acero de refuerzo altos hornos alta resistencia fy=4,200kg/cm2. 3._ Recubrimientos: En cimentacion.............................. r= 5.0 cm. En columnas .................................. r= 2.0 cm. 4._Los estribos del dado deberan cumplir con la siguiente forma: =diametro del estribo TU TU CUADRO DE DIAMETROS DE VARILLAS no. traslape dobleces ganchos 3 4 40 50 19 26 12 16 50 50 TU TU 50 TU TU d r TU MINIMO 12d GANCHO 12d MINIMO PISO DE CONCRETO REFORSADO F´C=200 KG/CM DE 10 CM. \A1;4 var.del no.4 4 var. del no. 3 Est.no.3@ 14 cms. \A1;1 var. #4 \A1;1 var. #3 \A1;E#3@14 cm. \A1;ESPARRAGOS 3/4"d REVISO: PROYECTÓ: DIBUJO: OBRA: ESCALA: S / ESCALA FECHA: JUNIO-2014 1 DE 1 No DE PLANO: DIRECCIÓN DE OBRAS PÚBLICAS MUNICIPALES DIRECTOR DE OBRAS PUBLICAS: ING. TIRSO FERREIRA GUADALUPE ING. TIRSO FERREIRA GUADALUPE CONST. DE AULA DE EDUCACION FISICA EN DELEGACION 031- COL. SAN FELIPE COL. SAN FELIPE UBICACION: ING. TIRSO FERREIRA GUADALUPE ZAPATA TIPO 1 NIVEL DE PISO TERMINADO COLUMNA BASE DE CONCRETO ARMADO CON PERNOS FUNDIDOS \A1;PLACA BASE PARA COLUMNA DE ALMA LLENA DE 1/2"ESP. \A1;COLUMNA DE MONTEN DE DE 4" X 2" C/14 ESPARRAGO ESTRUCTURAL DE 3/4"x1.0m PARA ANCLAS 0.20 1.00 1.00 \A1;plantilla 6 cms 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 5 5 13 14 15 16 5 5 DIAGONAL CORTE X-X' 5 5 5 5 5 5 5 5 5 CORTE 5 CORTE Y-Y' CORTE X-X' CORTE Y-Y' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ARQUITECTONICA 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 CORTE X - X' X X` 5 5 5 5 5 5 REVISO: APROBO: PROYECTÓ: DIBUJO: OBRA: ESCALA: S / ESCALA AUTORIZO: FECHA: JUNIO-2014 1 DE 1 No DE PLANO: DIRECCIÓN DE OBRAS PÚBLICAS MUNICIPALES DIRECTOR DE OBRAS PUBLICAS: ING. TIRSO FERREIRA GUADALUPE ING. TIRSO FERREIRA GUADALUPE CONST. DE AULA DE EDUCACION FISICA EN DELEGACION 031- COL. SAN FELIPE COL. SAN FELIPE UBICACION: ING. TIRSO FERREIRA GUADALUPE 5 5 5 5 5 5 5 5 5 5 5 5 5 X X` 5 5 5 5 5 5 5 5 5 5 5 5 X` 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE Y - Y' 5 5 5 5 5 5 Y Y' 5 5 5 5 5 5 5 2 MONTENES ESRUCTURAL DE 4"X2" X 4.15m C/14 2 MONTENES ESRUCTURAL DE 4"X2" X 4.15m C/14 PTR DE 4"X4" C/14 PTR DE 4"X4" C/14 PTR DE 4"X4" C/14 PTR DE 4"X4" C/14 1 MONTEN 3"x2" C/14 LAMINA ZINTRALUM C/32 LAMINA ZINTRALUM C/32 CANALETA DE 4" PTR DE 4"X4" C/14

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, block, building, cover, dach, DWG, hangar, lagerschuppen, metal roof, roof, shed, structure, terrasse, toit, waters