H Support For Pipe DWG Block for AutoCAD

H Support For Pipe DWG Block for AutoCAD

Pipelining supports for rack type system against fires.

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

Frontal double horizontal scale frame, Front frame simple type scale, Front frame vertical double scale, scale, Detail, scale, Detail anchorage zapata, Detail longitudinal frame tubes scale, Detail longitudinal frame tubes scale, Materials: all materials must be certified round tubular profiles structural hardware: aisi sae degree astm welding: procedures welders qualified aws welding processes: aws all welding procedures should be qualified. Epoxy paint rich in zinc mils epoxipolimada mils polyurethane mils the contractor must verify dimensions in work elaborate of the workshops detailed engineering send them the interventory approval before beginning manufacture. All measures of metal structure in mm., Specifications:, steel:, concrete:, Cleaning thickness alignment of the structure according to the architectural plans provided by the contractor. Level of foundation of the structures in agreement with the study of geotecnia provided by the contractor. Of minimum design of specific weight the measures of concrete structure in cm., Fc, scale, Detail, scale, Detail, scale, Anchor detail, Quantities simple frame type steel kg concrete psi length tubing platins und steel, Quantities simple frame type steel kg concrete psi length tubing platins und steel, Quantities frame double horizontal steel kg concrete psi pipe length platinum und steel, Quantities frame double vertical steel kg psi concrete tubing length platinum und steel, Support details, fire protection system, draft, Indicated, Iii, Structural designs, Pipe supports.dwg, design, revised, content, date, modification, V. Bo, observations, flat, drawing, Approved, scale, Flat cancels the above this date. Take action on plans, Frame type, Horizontal double frame, Vertical double frame

Raw text data extracted from CAD file:

\A1;1000 \A1;200 \A1;300 \A1;500 \A1;400 \A1;200 \A1;300 \A1;500 \A1;600 \A1;200 \A1;300 \A1;500 \A1;600 \A1;200 \A1;300 \A1;800 \A1;300 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;50 \A1;200 \A1;H=300 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;4000 \A1;200 \A1;300 \A1;500 \A1;30 \A1;30 \A1;30 \A1;5 \A1;4000 \A1;200 \A1;300 \A1;500 \A1;30 \A1;30 \A1;30 \A1;5 \A1;5 \A1;4000 \A1;200 \A1;300 \A1;800 \A1;300 \A1;30 \A1;30 \A1;30 \A1;300 \A1;300 \A1;50 \A1;123 \A1;38 \A1;50 \A1;38 \A1;50 \A1;38 \A1;123 \A1;38 \A1;50 \A1;300 \A1;38 \A1;50 \A1;38 \A1;123 \A1;38 \A1;50 \A1;300 \A1;50 \A1;123 \A1;38 \A1;50 \A1;150 FRONTAL MARCO H DOBLE HORIZONTAL (TUBOS Ø4") ESCALA 1:12.5 5 5 5 5 5 5 5 5 FRONTAL MARCO H SENCILLO TIPO 1 (TUBOS Ø3") ESCALA 1:12.5 FRONTAL MARCO H SENCILLO TIPO 2 (TUBOS Ø4") ESCALA 1:12.5 5 5 5 5 FRONTAL MARCO H DOBLE VERTICAL (TUBOS Ø4") ESCALA 1:12.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1 : 7.5 DETALLE DADOS APOYO ESTRUCTURA 50 5 H=<> 5 5 5 5 5 5 5 ESCALA 1 : 7.5 DETALLE ANCLAJE "H" A ZAPATA DETALLE LONGITUDINAL MARCO H TUBOS Ø4" ESCALA 1:12.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE LONGITUDINAL MARCO H TUBOS Ø3" ESCALA 1:12.5 DETALLE LONGITUDINAL MARCO H TUBOS Ø4" ESCALA 1:12.5 5 5 5 5 5 5 5 5 5 5 \A1;ESPECIFICACIONES: \A1; \A1;1- MATERIALES: TODOS LOS MATERIALES DEBEN SER CERTIFICADOS \A1;- PERFILES TUBULARES REDONDOS : A572Gr50 \A1;- RIGIDIZADORES, PLATINAS, ANGULOS,CONECTORES: A572Gr50 \A1;- TORNILLERIA ESTRUCTURAL: AISI SAE GRADO 5 / ASTM A-325 \A1;- SOLDADURA:PROCEDIMIENTOS Y SOLDADORES CALIFICADOS AWS D1.1 \A1;- PROCESOS DE SOLDADURA: AWS F5xx \A1;- TODOS LOS PROCEDIMIENTOS DE SOLDADURA DEBERAN SER CALIFICADOS. \A1; \A1;2- PINTURA : \A1;PRIMERA: EPOXICO RICO EN ZINC (3 mils DTF) . \A1;BARRERA: EPOXIPOLIMADA (3 mils DTF) . \A1;ACABADO: POLIURETANO (3 mils DTF). \A1;3- EL CONTRATISTA DEBERA VERIFICAR DIMENSIONES EN OBRA Y ELABORAR LOS \A1;PLANOS DE TALLER E INGENIERIA DE DETALLE Y REMITIRLOS A LA INTERVENTORIA \A1;PARA APROBACION ANTES DE INICIAR FABRICACION. \A1; \A1;4- TODAS LAS MEDIDAS DE ESTRUCTURA METALICA EN mm. \A1; Fy = 60.000psi = 4200 kg/cm2 d >= 3/8", ESPECIFICACIONES: ACERO: CONCRETO: -CONCRETO DE LIMPIEZA f'c= 140 kg/cm2 ESPESOR =5cm -EL ALINEAMENTO DE LA ESTRUCTURA DE ACUERDO A LOS PLANOS ARQUITECTONICOS APORTADOS POR EL CONTRATANTE. -LA COTA DE CIMENTACION DE LAS ESTRUCTURAS EN CONCORDANCIA CON EL ESTUDIO DE GEOTECNIA APORTADOS POR EL CONTRATANTE. -NORMA DE DISEÑO NSR-10. -RECUBRIMIENTO MINIMO 5cm -Av= 0.20 (SABANA DE TORRES), PESO ESPECIFICO SUELO= 2.0 ton/m3 -TODAS LAS MEDIDAS DE ESTRUCTURA DE CONCRETO EN cm. f'c = 3.000psi = 210 Kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 \A1;6 5 5 5 5 5 5 5 5 5 5 5 5 \A1;6 ESCALA 1 : 7.5 DETALLE UNION TUBOS d4" \A1;6 ESCALA 1 : 7.5 DETALLE UNION TUBOS d3" \A1;6 ESCALA 1 : 7.5 DETALLE ANCLAJE CANTIDADES MARCO H SENCILLO TIPO 1 (TUBOS Ø3") ACERO DE REFUERZO.........................................16 Kg CONCRETO DE 3000 psi (4 DADOS).................0.12 m3 LONGITUD TUBERIA Ø3".....................................10.5ml PLATINAS 200x200x10..........................................4 UND ACERO ESTRUCTURAL........................................155kg 5 CANTIDADES MARCO H SENCILLO TIPO 2 (TUBOS Ø4") ACERO DE REFUERZO.........................................16 Kg CONCRETO DE 3000 psi (4 DADOS).................0.12 m3 LONGITUD TUBERIA Ø4"......................................11.5ml PLATINAS 200x200x10..........................................4 UND ACERO ESTRUCTURAL........................................225kg CANTIDADES MARCO H DOBLE HORIZONTAL (TUBOS Ø4") ACERO DE REFUERZO.........................................16 Kg CONCRETO DE 3000 psi (4 DADOS).................0.12 m3 LONGITUD TUBERIA Ø4"........................................12ml PLATINAS 200x200x10..........................................4 UND ACERO ESTRUCTURAL........................................230kg CANTIDADES MARCO H DOBLE VERTICAL (TUBOS Ø4") ACERO DE REFUERZO.........................................16 Kg CONCRETO DE 3000 psi (4 DADOS).................0.12 m3 LONGITUD TUBERIA Ø4"........................................12ml PLATINAS 200x200x10..........................................4 UND ACERO ESTRUCTURAL........................................410kg DETALLES SOPORTES "H" SISTEMA CONTRA INCENDIOS 01 DE 01 PROYECTO \W1.2;XXXX\W1; \H0.68182x;XXXX \W1.2;XXXX \W1.2;XXX 12-12-2014 INDICADAS I II III IV DISEÑOS ESTRUCTURAL SOPORTES DE TUBERIA.dwg DISEÑO REVISO CONTENIDO FECHA MODIFICACION V. Bo OBSERVACIONES PLANO DIBUJO APROBO ESCALA \W0.90000x;Este plano anula los anteriores a esta fecha. \W0.90000x;No tomar medidas sobre planos 3D MARCO H TIPO 1 Y 2 (TUBOS d3" Y d4") 3D MARCO H DOBLE HORIZONTAL (TUBOS d4") 3D MARCO H DOBLE VERTICAL (TUBOS d4")

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, DWG, einrichtungen, facilities, fires, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, pipe, provision, rack, support, supports, system, type, wasser bestimmung, water