Booth Control – Foundations DWG Detail for AutoCAD

Booth Control – Foundations DWG Detail for AutoCAD

Foundations – Structural – Details

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

Room, Revisions, date, description, Ds., Dib., references, flat, Clt, Reference planes, Arch. Cad:, Official format, scale:, Of services, Cod project:, draft:, flat:, Customer number:, code:, version:, review date:, Confidential this plan the information contained in are property of its use reproduction without authorization are prohibited., Notes, Contractor plan number:, designed by:, reviewed by:, approved by:, date:, buildings, Installation mounts, Aid, Ngenieros, Detailed engineering record, S.e. Coroccohuayco s.e. Inkya new kv, Rev, detail, he., he., Esc., plant, Section for section, Det., he., he., he., he., he., he., he., he., section, Det., he., he., he., Rto., Formwork, reinforcement, Formwork, reinforcement, For section for section, Rto., Formwork, reinforcement, he., N.t.c., he., N.t.c., he., N.f.z., he., N.t.c., he., N.f.z., he., N.t.c., he., N.f.z., Var., he., N.t.c., he., N.f.z., he., N.t.c., he., N.t.c., Formwork, reinforcement, he., N.f.z., N.f.c., he., N.t.c., N.t.c., Overcoming, he., N.t.c., he., N.t.c., he., N.t.c., Overcoming, he., N.t.c., he., N.t.c., he., N.t.c., Overcoming, Exterior, inside, Exterior, N.s.t., N.s.t., axis, N.f.z., N.s.t., N.s.t., Scale details, beam, beam, beam, Rto., Alternating splices, Alternating splices, view by, scale, N.t., Min, N.t., Min, N.t., Min, N.t., Min, Ng

Raw text data extracted from CAD file:

000 ROOM A 1 001 REVISIONES FECHA DESCRIPCION DS. DIB. JP JD REFERENCIAS PLANO N0. CLT PLANOS REFERENCIA ARCH. CAD: FORMATO OFICIAL A-1 ESCALA: \W6.63095; \W1.04348x;GERENCIA DE \W8.95238; \W1.04348x;INGENIERIA & SERVICIOS 1 2 3 4 5 6 B C D COD PROYECTO: PROYECTO: PLANO: NUMERO PLANO CLIENTE: Código: TAN-NOP-ING-001-REG-017 Versión: 01 Fecha de revisión: 15/12/2015 CONFIDENCIAL ESTE PLANO Y LA INFORMACION CONTENIDA EN EL, SON PROPIEDAD DE (PROPIETARIO) SU USO Y REPRODUCCION SIN AUTORIZACION PREVIA, ESTAN PROHIBIDOS. A NOTAS NUMERO PLANO CONTRATISTA: DISEÑADO POR: REVISADO POR: APROBADO POR: FECHA: FECHA: FECHA: PROYECTOS, CONSTRUCCIONES MONTAJES E INSTALACIONES AiD I NGENIEROS EXPEDIENTE DE INGENIERIA DE DETALLE CONEXION S.E. COROCCOHUAYCO A S.E. TINTAYA NUEVA 220 KV P16001 REV - - - - - - .- .- .- .- .- .- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - P-1 1 XXX-X-XXX DETALLE EL. --- EL. --- SUB-TITULO ESC. 1/1 PLANTA 1/1 NIV.+0.00 --- \A1;1300 \A1;1300 \A1;850 \A1;850 \A1;850 \A1;PARA SECCIÓN A=300 PARA SECCIÓN Aa=200 \A1;300 \A1;300 \A1;#3 @200 \A1;(C/CARA) \A1;#5 @200 \A1;500 \A1;1000 \A1;#3 @200 \A1;(C/CARA) \A1;#3 @200 \A1;(C/CARA) \A1;500 \A1;1000 \A1;300 \A1;#5 @200 \A1;200 \A1;500 \A1;600 \A1;400 \A1;300 \A1;300 \A1;#5 @200 \A1;840 \A1;1200 \A1;1900 \A1;1200 \A1;700 \A1;400 \A1;7300 \A1;600 \A1;100 \A1;100 \A1;8300 \A1;100 \A1;1401 \A1;1268 \A1;1332 \A1;101 \A1;501 \A1;2150 \A1;2150 \A1;2900 \A1;2900 \A1;2900 \A1;1600 \A1;425 \A1;850 425 \A1;625 \A1;1250 \A1;625 \A1;300 \A1;1850 \A1;300 \A1;1850 \A1;300 \A1;300 \A1;2600 \A1;300 \A1;2600 \A1;300 \A1;2600 \A1;300 \A1;1300 \A1;300 \A1;11550 \A1;5550 \A1;625 \A1;625 \A1;625 \A1;625 \A1;4300 \A1;10300 \A1;2900 \A1;2900 \A1;2900 \A1;1600 \A1;2150 \A1;2150 \A1;1250 \A1;850 \A1;300 \A1;900 \A1;300 \A1;1600 \A1;300 \A1;900 \A1;300 \A1;625 \A1;1250 \A1;625 \A1;2450 \A1;625 \A1;40 1 XXX-X-XXX DET. \A1;20 \A1;40 \A1;40 \A1;300 \A1;105 \A1;75 \A1;#4 @200 \A1;#4 @200 \A1;(SUP./INF.) \A1;850 450 \A1;900 \A1;400 \A1;200 \A1;900 \A1;500 \A1;1500 \A1;500 \A1;300 \A1;VAR. 2400 (MIN.) \A1;1300 \A1;SOBRECIMIENTO \A1;50 \A1;#5 @200 \A1;s #3: 1 @50, 10 @50, \A1;RTO. @150 (C/EXTREMO) \A1;50 NIV.+0.00 --- NIV.+0.00 --- NIV.+0.00 --- NIV.+0.00 --- NIV.+0.00 --- NIV.+0.00 --- A K - EL. --- EL. --- EL. --- EL. --- EL. --- EL. --- EL. --- EL. --- A SECCION DET. A EL. --- EL. --- EL. --- \A1;246 \A1;400 \A1;2150 \A1;2150 \A1;1600 \A1;2900 \A1;2900 \A1;2900 \A1;10300 \A1;4300 \A1;900 \A1;900 \A1;6100 \A1;10600 \A1;300 \A1;1300 \A1;300 \A1;2600 \A1;300 \A1;2600 \A1;300 \A1;2600 \A1;300 \A1;300 \A1;1850 300 \A1;1850 \A1;300 \A1;50 \A1;s #3: 1@50, 8@100 \A1;RTO. @150 (C/EXTREMO) \A1;50 \A1;50 \A1;s #3: 1@50, 8@100 \A1;RTO. @150 (C/EXTREMO) \A1;50 \A1;50 \A1; #3: 1@50, \A1;RTO. @100 \A1;300 \A1;1850 \A1;300 \A1;1850 \A1;300 \A1;750 \A1;750 \A1;155 \A1;2150 \A1;2150 \A1;400 \A1;#3: 1@50, \A1;RTO.@100 \A1;50 \A1;50 \A1;#3: 1 @50, 6 @100 \A1;RTO. @200 (C/EXT.) \A1;50 \A1;50 \A1;#3: 1 @50, 6 @100 \A1;RTO. @200 (C/EXT.) \A1;50 \A1;50 \A1;#3: 1 @50, 6 @100 \A1;RTO. @200 (C/EXT.) \A1;50 \A1;50 \A1;#3: 1 @50, 6 @100 \A1;RTO. @200 (C/EXT.) \A1;50 \A1;750 \A1;300 \A1;1300 \A1;300 \A1;2600 \A1;300 \A1;2600 \A1;300 \A1;2600 \A1;300 \A1;1600 \A1;2900 \A1;2900 \A1;2900 \A1;750 \A1;300 \A1;(MIN.) \A1;50 \A1;#3: 1 @50, 6 @100 \A1;RTO. @200 (C/EXT.) \A1;50 \A1;50 \A1;#3: 1 @50, 6 @100 \A1;RTO. @200 (C/EXT.) \A1;50 \A1;50 \A1;#3: 1 @50, 6 @100 \A1;RTO. @200 (C/EXT.) \A1;50 \A1;50 \A1;#3: 1 @50, 6 @100 \A1;RTO. @200 (C/EXT.) \A1;50 \A1;650 \A1;300 \A1;1300 \A1;300 \A1;1600 \A1;2900 \A1;2900 \A1;2900 \A1;650 \A1;300 \A1;(MIN.) \A1;300 \A1;2600 \A1;300 \A1;2600 \A1;300 \A1;2600 \A1;384 \A1;150 550 550 \A1;2548 \A1;1600 \A1;400 4 #4 \C256; s #3: 1 @50, 6 @100, Rto. @200 (C/EXTREMO) 4 #4 \C256; s #3: 1 @50, 6 @100, Rto. @200 (C/EXTREMO) 5 #4 \C256; s #3: 1 @50, 8 @100, Rto. @200 (C/EXTREMO) 5 #4 \C256; s #3: 1 @50, 8 @100, Rto. @200 (C/EXTREMO) 4 #4 \C256; s #3: 1 @50, 6 @100, Rto. @200 (C/EXTREMO) 4 #4 \C256; s #3: 1 @50, 6 @100, Rto. @200 (C/EXTREMO) A A B B C C A A B B C C 1 1 2 2 3 3 4 4 5 5 A B C 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 #5 @200 #5 @200 5 5 5 5 5 5 #5 @200 5 5 5 ENCOFRADO REFUERZO #3 @200\X(C/CARA) #3 @200\X(C/CARA) 5 5 ENCOFRADO #5 @200 REFUERZO #3 @200\X(C/CARA) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 425.0 5 5 5 5 PARA SECCIÓN A=<> PARA SECCIÓN Aa=200 5 5 4 #5 + 4 #4 2 s #3: 1@50, 10@50, Rto. @150 C/E 5 s #3: 1 @50, 10 @50,\XRTO. @150 (C/EXTREMO) 5 ENCOFRADO REFUERZO 5 EL. 0.400 N.T.C. 5 EL. 0.100 N.T.C. EL. -1.400 N.F.Z. EL. 0.400 N.T.C. EL. -1.400 N.F.Z. 5 EL. 0.100 N.T.C. EL. -1.400 N.F.Z. <>\XSOBRECIMIENTO VAR. <> (MIN.) 5 EL. 0.400 N.T.C. EL. -1.400 N.F.Z. EL. 0.100 N.T.C. EL. 2.800 N.T.C. A B C 1 2 3 4 5 5 5 5 5 5 450.0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 #4 @200\X(SUP./INF.) #4 @200 ENCOFRADO REFUERZO EL. -1.400 N.F.Z. EL.-0.500 N.F.C. EL. 0.400 N.T.C. EL 0.100 N.T.C. 5 5 5 5 5 5 5 5 5 SOBRECIMIENTO EL. 0.100 N.T.C. EL. -0.300 N.T.C. EL. -0.300 N.T.C. SOBRECIMIENTO EL. 0.300 N.T.C. EL. 0.300 N.T.C. EL. 0.300 N.T.C. SOBRECIMIENTO C-1 C-1 5 5 5 5 5 5 5 5 5 5 EXTERIOR INTERIOR EXTERIOR 5 EL.-0.100 N.S.T. EL.-0.200 N.S.T. C B A 5 5 EJE EL.-1.400 N.F.Z. EL.-0.200 N.S.T. EL.-0.200 N.S.T. 5 DETALLES ESCALA 1:25 DETALLES ESCALA 1:20 DETALLES ESCALA 1:7.5 A - A - C - B - Aa - C - E - A B C 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 5 5 5 5 5 5 5 5 5 5 5 300.0 5 5 V-2 (300x300) V-2 V-1 (300x400) V-1 (300x400) V-1b (300x400) V-1b V-1b V-1a (300x400) V-1a V-2 V-2 V-3 (300x300) V-3 V-3 V-3 V-3 (300x300) V-3 V-3 V-3 C-1 V-1a V-1 V-1 V-1b V-1a V-1a V-1 V-1 V-1b VIGA V-3 1:20 VIGA V-2 1:20 VIGA V-1 1:20 V-1a (300x400) V-1a V-1a 5 s #3: 1@50, 8@100\XRTO. @150 (C/EXTREMO) 5 5 s #3: 1@50, 8@100\XRTO. @150 (C/EXTREMO) 5 5 #3: 1@50,\XRTO. @100 5 5 5 5 5 5 5 5 B A C 5 5 5 #3: 1@50,\XRTO.@100 5 5 5 #3: 1 @50, 6 @100\XRTO. @200 (C/EXT.) 5 5 #3: 1 @50, 6 @100\XRTO. @200 (C/EXT.) 5 5 #3: 1 @50, 6 @100\XRTO. @200 (C/EXT.) 5 5 #3: 1 @50, 6 @100\XRTO. @200 (C/EXT.) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <>\X(MIN.) A C 5 #4 \C256; s #3: 1 @50, 8 @100, Rto. @200 (C/EXTREMO) 1 2 3 4 5 5 #3: 1 @50, 6 @100\XRTO. @200 (C/EXT.) 5 5 #3: 1 @50, 6 @100\XRTO. @200 (C/EXT.) 5 5 #3: 1 @50, 6 @100\XRTO. @200 (C/EXT.) 5 5 #3: 1 @50, 6 @100\XRTO. @200 (C/EXT.) 5 5 5 5 5 5 5 5 5 5 <>\X(MIN.) A C 5 5 5 5 5 5 5 268 1000 5 #3 @200 EMPALMES ALTERNADOS #3 @200 #3 @200 #3 @200 #3 @200 550.0 550.0 #3 @200 EMPALMES ALTERNADOS 4 #4 1 2 3 4 C - C - B B A VISTA POR A ESCALA 1:50 N.T.+2.65 N.T. 5 5 5 5 5 EL.+2.70 MIN N.T. EL.+3.40 MIN N.T. EL.+0.00 MIN N.T. EL.+0.10 MIN N.G.

Language	Spanish
Drawing Type	Detail
Category	Heavy Equipment & Construction Sites
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, booth, capacete, casque, cerca, control, d'une clôture, DETAIL, details, DWG, extincteur, extintor de incêndio, fence, feuerlöscher, fire extinguisher, foundations, helm, helmet, structural, zaun