Steel And Polycarbonate Greenhouse DWG Section for AutoCAD

Designing a Greenhouse construction steel and lined with polycarbonate foils. Plants – Sections – Construction Details.

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

advice designs, do not., date, notes, apr., revisions, do not., date, name of the plane, measurements on site, id project, drew by, scale, calculations by, date, file name, do not. of plane, p.g., indicated, ofo, id. draft, section, cut, scale, cut, scale, greenhouse plans, construction of greenhouse of metal structure in village choasajchaj municipality of santa cruz la lagoon department of solola, ofo, cut, scale, do not., date, notes, apr., revisions, do not., date, name of the plane, measurements on site, id project, drew by, scale, calculations by, date, file name, do not. of plane, p.g., indicated, ofo, id. draft, plant facilities, cut, scale, cut, scale, greenhouse plans, construction of greenhouse of metal structure in village choasajchaj municipality of santa cruz la lagoon department of solola, ofo, plant, scale, do not., date, notes, apr., revisions, do not., date, name of the plane, measurements on site, id project, drew by, scale, calculations by, date, file name, do not. of plane, p.g., indicated, ofo, id. draft, cut, scale, cut, scale, greenhouse plans, construction of greenhouse of metal structure in village choasajchaj municipality of santa cruz la lagoon department of solola, ofo, plant, scale, plant structures metal structure details, Between separation edge of platen bolts place double nut sheave grade bolts on each member, do not., date, notes, apr., revisions, do not., date, name of the plane, measurements on site, id project, drew by, scale, calculations by, date, file name, do not. of plane, p.g., indicated, ofo, id. draft, scissors plant, cut, scale, cut, scale, greenhouse plans, construction of greenhouse of metal structure in village choasajchaj municipality of santa cruz la lagoon department of solola, ofo, cut, scale, scissors armor, scale, cut, The steel of the elements is perforated according to detail bolts per member the joint plates of thickness of, streets, streets, symbol, meaning, structure symbology, Polycarbonate sheet, costaneras steel, warren structure scissors, column type steel concrete base, column type, do not. stirrup no., scale, pediluvio, access gate on sliding rail, pediluvio, access gate on sliding rail, work areas, scissors see detail, costaneras, steel wf see detail, elastomer layer, concrete shoe, of on grade basis, shoe, what of the murito, concrete, beam, see, see, smooth, see from, drill bit, pl., pl., pl., costaneras, pvc pluvial channel, bap pvc, pvc continues cistern storage for reuse, polycarbonate sheet of feet subject pulser contornillos, sliding door made of steel angles polycarbonate sheet moving on a rail, bap pvc, pvc continues cistern storage for reuse, costaneras, sliding door made of steel angles polycarbonate sheet moving on a rail, polycarbonate sheet of feet subject pulser contornillos, foundation no. longitudinal esl. do not. shoe connects, concrete block, foundation, scale, shoe type, do not. longitudinal in both directions, scale, column type, projection of c.c., section, scale, projection of c.c., column type, shoe type, not in

Raw text data extracted from CAD file:

\A1;15.00 \A1;7.50 \A1;7.50 \A1;17.00 \A1;4.25 \A1;4.25 \A1;4.25 \A1;4.25 a d Asesoría & Diseños \A1;15.00 \A1;7.50 \A1;7.50 \A1;17.00 \A1;4.25 \A1;4.25 \A1;4.25 \A1;4.25 \A1;3.95 \A1;0.40 \A1;3.75 \A1;0.60 \A1;3.75 \A1;0.40 \A1;3.95 \A1;3.40 \A1;0.40 \A1;3.40 \A1;0.60 \A1;3.40 \A1;0.40 \A1;3.40 \A1;6.00 \A1;3.00 \A1;6.00 \A1;15.00 \A1;1.87 \A1;1.87 \A1;1.87 \A1;1.89 \A1;1.85 \A1;1.87 \A1;1.89 \A1;1.89 \A1;5.00 \A1;0.50 \A1;1.50 \A1;8.00 \A1;2.40 \A1;2.50 \A1;2.75 \A1;4.05 \A1;4.15 \A1;2.75 \A1;2.55 \A1;2.75 \A1;1.00 \A1;4.25 \A1;2.00 \A1;2.25 \A1;2.25 \A1;1.90 \A1;4.25 \A1;2.00 \A1;5.00 \A1;1.00 \A1;17.00 \A1;8.00 \A1;0.40 \A1;0.20 \A1;0.60 \A1;15.00 \A1;7.50 \A1;7.50 \A1;17.00 \A1;4.25 \A1;4.25 \A1;4.25 \A1;4.25 \A1;8.00 \A1;1.87 \A1;1.87 \A1;1.87 \A1;1.89 \A1;1.89 \A1;5.00 \A1;0.50 \A1;1.50 \A1;2.40 \A1;2.50 \A1;2.75 \A1;4.05 \A1;4.15 \A1;2.75 \A1;2.55 \A1;2.75 \A1;1.00 \A1;15.00 \A1;1.89 \A1;1.85 \A1;1.87 \A1;1.89 \A1;1.89 \A1;8.00 \A1;1.87 \A1;1.87 \A1;1.87 \A1;5.00 \A1;0.50 \A1;1.50 \A1;1.00 \A1;15.00 \A1;1.89 \A1;1.85 \A1;1.87 \A1;1.20 \A1;1.20 \A1;4.60 NO. FECHA NOTAS APR. REVISIONES NO. FECHA NOMBRE DEL PLANO MEDICIONES EN OBRA ID PROYECTO DIBUJADO POR ESCALA CALCULOS POR FECHA NOMBRE DEL ARCHIVO NO. DE PLANO P.G. 3 06/06/2013 INDICADA OFO Asesoria&Diseños ID. PROYECTO SECCION A-A Corte B-B ESCALA 1/50 Corte A-A ESCALA 1/75 PLANOS DE INVERNADERO \W8.97594; CONSTRUCCION DE INVERNADERO DE \W8.97594; ESTRUCTURA METALICA EN ALDEA \W8.97594; CHOASAJCHAJ MUNICIPIO DE SANTA CRUZ LA \W8.97594; LAGUNA DEPARTAMENTO DE SOLOLA OFO N CORTE A-A ESCALA 1/50 NO. FECHA NOTAS APR. REVISIONES NO. FECHA NOMBRE DEL PLANO MEDICIONES EN OBRA ID PROYECTO DIBUJADO POR ESCALA CALCULOS POR FECHA NOMBRE DEL ARCHIVO NO. DE PLANO P.G. 1 06/06/2013 INDICADA OFO Asesoria&Diseños ID. PROYECTO PLANTA INSTALACIONES Corte B-B ESCALA 1/50 Corte A-A ESCALA 1/75 PLANOS DE INVERNADERO \W8.97594; CONSTRUCCION DE INVERNADERO DE \W8.97594; ESTRUCTURA METALICA EN ALDEA \W8.97594; CHOASAJCHAJ MUNICIPIO DE SANTA CRUZ LA \W8.97594; LAGUNA DEPARTAMENTO DE SOLOLA OFO N PLANTA ESCALA 1/50 NO. FECHA NOTAS APR. REVISIONES NO. FECHA NOMBRE DEL PLANO MEDICIONES EN OBRA ID PROYECTO DIBUJADO POR ESCALA CALCULOS POR FECHA NOMBRE DEL ARCHIVO NO. DE PLANO P.G. 2 06/06/2013 INDICADA OFO Asesoria&Diseños ID. PROYECTO Corte B-B ESCALA 1/50 Corte A-A ESCALA 1/75 PLANOS DE INVERNADERO \W8.97594; CONSTRUCCION DE INVERNADERO DE \W8.97594; ESTRUCTURA METALICA EN ALDEA \W8.97594; CHOASAJCHAJ MUNICIPIO DE SANTA CRUZ LA \W8.97594; LAGUNA DEPARTAMENTO DE SOLOLA OFO N PLANTA ESCALA 1/50 \W3.08748; PLANTA DE ESTRUCTURAS Y \W3.08748; DETALLES DE ESTRUCTURA \W3.08748; METALICA \A1;separación “s” entre pernos= 4cms separación “l” a orilla de platina o elemento=2.85cms pernos \S3/4;”x3.5″ colocar doble tuerca y roldana grado A325 4 pernos en cada miembro NO. FECHA NOTAS APR. REVISIONES NO. FECHA NOMBRE DEL PLANO MEDICIONES EN OBRA ID PROYECTO DIBUJADO POR ESCALA CALCULOS POR FECHA NOMBRE DEL ARCHIVO NO. DE PLANO P.G. 4 06/06/2013 INDICADA OFO Asesoria&Diseños ID. PROYECTO PLANTA DE TIJERAS Corte B-B ESCALA 1/50 Corte A-A ESCALA 1/75 PLANOS DE INVERNADERO \W8.97594; CONSTRUCCION DE INVERNADERO DE \W8.97594; ESTRUCTURA METALICA EN ALDEA \W8.97594; CHOASAJCHAJ MUNICIPIO DE SANTA CRUZ LA \W8.97594; LAGUNA DEPARTAMENTO DE SOLOLA OFO N CORTE B-B ESCALA 1/50 ARMADURA DE TIJERAS ESCALA 1/50 CORTE B-B \A1;TODO EL ACERO DE LOS ELEMENTOS ES A-36 PERNEADO SEGUN DETALLE 4 PERNOS POR MIEMBRO LAS PLACAS DE UNION DE A-36 ESPESOR DE \S3/8;” \A1;5.78 \A1;2.51 CALLES A B B A B C A B C 1 2 3 4 5 1 2 3 4 5 5 5 5 5 5 5 5 5 A B C A B C 1 2 3 4 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CALLES CALLES CALLES CALLES CALLES SÍMBOLO SIGNIFICADO SIMBOLOGIA DE ESTRUCTURA LAMINA POLICARBONATO COSTANERAS ACERO 6″x2″1.8mm TIJERAS ESTRUCTURA WARREN @ 4.5M COLUMNA TIPO A ACERO + BASE DE CONCRETO COLUMNA TIPO A 4 No. 5 + Estribo No. 3 @ 0.25 ESCALA 1/12.5 \A1;0.40 \A1;0.40 PEDILUVIO PORTON DE ACCESO SOBRE RIEL CORREDIZO 5 5 5 PEDILUVIO PORTON DE ACCESO SOBRE RIEL CORREDIZO AREAS DE TRABAJO TIJERAS VER DETALLE COSTANERAS 6″X2″X1.8MM \A1;COLUMNA DE ACERO WF 6X6X \H0.7x;\S1/4;\H1.4286x; \H1x;” VER DETALLE A \W0.36605; \A1;PLATINA 10″ x 10″ x 3/8″ \W0.36605; \A1;+ \W1.79699; \A1;1 CAPA ELASTOMERO \A1;\H0.70000x;\S1/4;\A1;” \W1.51217; ZAPATA CONCRETO \W1.51217; 1.50mX1m \W1.94074; ESPESOR=0.40m. \A1;COLUMNA WF 6″x6″x 1/4″ \W0.43865; \A1;BARRA DE 1″ \W0.43865; \A1;X 50CMS \W0.43865; \A1;FUNIDIDA EN \W0.43865; \A1;LA BASE DE \W0.43865; \A1;CONCRETO \W0.43865; \A1;ACERO GRADO \W0.43865; \A1;A-36 \W0.43865; \A1;GALVANIZADO \W1.15695; ZAPATA \W2.38044; \A1;PINES \A1;\H0.70000x;\S3/8;\A1;” @ 0.40m A LO \W2.38044; \A1;LARGO DEL MURITO \W2.61971; \A1;BLOCK \W2.61971; \A1;0.20×0.40×0.15 \W0.60167; \A1;ALISADAS \W2.26213; \A1;BASE CONCRETO \W2.26213; \A1;4No.5+Est. \A1;\H0.70000x;\S3/8;\A1;”@0.25m \A1;TRAVESA\A1;Ñ\A1;O VIGA C \A1;4″x 2″x \A1;\H0.70000x;\S1/4;\A1;” \A1;TIJERA VER \A1;DETALLE \A1;COLUMNA \A1;WF6X6 \A1;6″ x 6″ x \A1;1/4″ \A1;TORNILLO \A1;\H0.70000x;\S5/8;\A1;” \A1;GRADO 5 \A1;TIJERA VER \A1;DETALLE \A1;CORDON DE \A1;SOLDADURA \W2.25602; \A1;TENSOR \W2.25602; \A1;CONTRAVENTEO \W2.25602; \A1;VARILLA LISA \W2.25602; \A1;5/8″ \A1;PLATINA \A1;\H0.70000x;\S1/2;\A1;” \W0.62966; \A1;TIJERA VER \W0.62966; \A1;DETALLE DE \W0.62966; \A1;TIPO DE \W0.62966; \A1;PERFILES \W1.60467; \A1;COSTANERA \W0.37133; \A1; 6″ x 2 x \A1;\S1/16;\A1;” \A1;TORNILLOS PULSER \A1;PUNTA DE BROCA \A1;\S1/4;” \W5.17755; \A1;LAMINA \W5.17755; \A1;POLICARBONATO \W5.17755; \A1;CALIBRE 10 MM \W0.41263; \A1;TORNILLOS \W0.41263; \A1;1″x\A1;\S1/4;\A1;” \A1;PORTA-COSTANERA \W3.56723; \A1;LAMINA \A1;\S1/8;” 5 5 5 5 5 5 5 5 5 \A1;2LD 4 X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 4 X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 4X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 4 X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; 5 5 5 5 PL. 3/8″ 1:10 DETALLE~2 PL. 3/8″ 1:10 DETALLE~4 PL. 3/8″ 1:10 DETALLE~5 \A1;2LD 4 X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \H1x; \A1;2LD 4 X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2 \H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \H1x; \A1;COLUMNA WF 6X6 X \S1/4;\H1.4286x; ” COSTANERAS 6″X2″X1.8MM CANAL PLUVIAL PVC 3″ BAP PVC 3″ PVC 3″ SIGUE A CISTERNA ALMACENAJE PARA REUSO LAMINA POLICARBONATO DE 10 PIES SUJETA CONTORNILLOS PULSER 5 5 5 5 5 5 5 5 PUERTA CORREDIZA DE ANGULARES DE ACERO + LAMINA DE POLICARBONATO SE DESPLAZA SOBRE UN RIEL BAP PVC 3″ PVC 3″ SIGUE A CISTERNA ALMACENAJE PARA REUSO 5 COSTANERAS 6″X2″X2MM PUERTA CORREDIZA DE ANGULARES DE ACERO + LAMINA DE POLICARBONATO SE DESPLAZA SOBRE UN RIEL PUERTA CORREDIZA DE ANGULARES DE ACERO + LAMINA DE POLICARBONATO SE DESPLAZA SOBRE UN RIEL LAMINA POLICARBONATO DE 10 PIES SUJETA CONTORNILLOS PULSER 5 5 5 5 5 5 5 5 5 5 5 A B C 1 2 3 4 5 0.40 0.20 CIMIENTO CORRIDO 3 No. 3 LONGITUDINALES + ESL. No. 2 @ 0.20 SE CONECTA A ZAPATAS BLOCK DE CONCRETO 15*20*40 CIMIENTO CORRIDO ESCALA 1/10 ZAPATA TIPO 1 6 No. 3 LONGITUDINALES EN AMBOS SENTIDOS ESCALA 1/12.5 COLUMNA TIPO A PROYECCION DE C.C. SECCION 1-1 ESCALA 1/12.5 PROYECCION DE C.C. 0.60 COLUMNA TIPO A ZAPATA TIPO 1 1 1 NO 4 @ 0.15 EN AMBOS SENTIDOS \A1;0.40 \A1;1.00 \A1;1.50 A B C A B C 1 2 3 4 5 1 2 3 4 5 5 5 5 5 5 5 5 5 TIJERAS VER DETALLE \A1;COLUMNA DE ACERO IR 5X16X\H0.7x;\S3/8;\H1.4286x;” VER DETALLE \A1;ZAPATA 1\H1x; VER DETALLE \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;Z-1 \A1;CIMIENTO CORRIDO\H1x; VER DETALLE 5 5 5 5 5 5 5 5 5 \A1;2LD 3\S1/2;\H1.4286x; X2 \H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 3\S1/2;\H1.4286x; X2 \H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 3\S1/2;\H1.4286x; X2 \H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 3\S1/2;\H1.4286x; X2 \H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 3\S1/2;\H1.4286x; X2 \H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 3\S1/2;\H1.4286x; X2 \H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 3\S1/2;\H1.4286x; X2 \H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 3\S1/2;\H1.4286x; X2 \H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; 5 5 5 5 \A1;COLUMNA 1R 5X16 – 5″ X 5″ \A1;COLUMNA 1R 5X16 – 5″ X 5″ \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2 X\H0.7x;\S3/16;\H1.4286x; \H1x; COSTANERAS 6″X2″X2MM CANAL PLUVIAL PVC 4″ BAP PVC 4″ PVC 4″ SIGUE A CISTERNA ALMACENAJE PARA REUSO LAMINA POLICARBONATO DE 9 PIES SUJETA CONTORNILLOS PULSER 5 5 5 5 5 5 5 5 PUERTA CORREDIZA DE ANGULARES DE ACERO + LAMINA DE POLICARBONATO SE DESPLAZA SOBRE UN RIEL BAP PVC 4″ PVC 4″ SIGUE A CISTERNA ALMACENAJE PARA REUSO 5 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 COSTANERAS 6″X2″X1.8MM 5 A B C MICROASPERSORES PVC 1″ SIGUE A CISTERNA SISTEMA PRESURIZADO PARA MICROASPERSION 5 5 5 SÍMBOLO SIGNIFICADO SIMBOLOGIA DE ESTRUCTURA CIMIENTO CORRIDO CIMIENTO EXENTRICO TIJERAS ESTRUCTURA WARREN @ 4.5M COLUMNA TIPO A ACERO + BASE DE CONCRETO \A1;TENSOR CONTRA VENTEO VARILLA LISA \S5/8;” \A1;2LD 4X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 4X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 4 X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 4 X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \A1;COLUMNA WF 6X6 X \S1/4;\H1.4286x; ” \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;COLUMNA WF 6X6 X \S1/4;\H1.4286x; ” \A1;COLUMNA WF 6X6 X \S1/4;\H1.4286x; ” \A1;COLUMNA WF 6X6 X \S1/4;\H1.4286x; ” \A1;COLUMNA WF 6X6 X \S1/4;\H1.4286x; ” \A1;COLUMNA WF 6X6 X \S1/4;\H1.4286x; ” \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X 2\H0.7x;\S1/2;\H1.4286x; X\H0.7x;\S1/4;\H1.4286x; COSTANERAS 6″X2″X1.8MM @ 0.80m SEPARACION COSTANERAS 6″X2″X1.8MM COSTANERAS 6″X2″X1.8MM COSTANERAS 6″X2″X1.8MM COSTANERAS 6″X2″X1.8MM COSTANERAS 6″X2″X1.8MM COLUMNA DE ACERO ANCLADA A BASE DE CONCRETO VER DETALLE \A1;2LD 4 X4\H1x; X\H0.7x;\S1/4;\H1.4286x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \H1x; \A1;2LD 2\S1/2;\H1.4286x; X2\H0.7x;\S1/2;\H1.4286x; X \H0.7x;\S1/4;\H1.4286x; \H1x; \A1;l \A1;l \A1;s COSTANERAS 6″X2″X1.8MM @ 0.80m SEPARACION LAMINA DE POLICARBONATO 5 5 BAP d 4″ BAP d 4″ BAP d 4″ BAP d 4″ BAP d 4″ BAP d 4″ BAP d 4″ BAP d 4″ BAP d 4″ BAP d 4″ \A1;VARILLA LISA \H0.7x;\S5/8;\H1.4286x; ” CONTRAVENTEO CANAL PLUVIAL PVC 3″ BAP PVC 3″ PVC 3″ SIGUE A CISTERNA ALMACENAJE PARA REUSO BAP PVC 3″ PVC 3″ SIGUE A CISTERNA ALMACENAJE PARA REUSO NO. FECHA NOTAS APR. REVISIONES NO. FECHA NOMBRE DEL PLANO MEDICIONES EN OBRA ID PROYECTO DIBUJADO POR ESCALA CALCULOS POR FECHA NOMBRE DEL ARCHIVO NO. DE PLANO P.G. 5 06/06/2013 INDICADA OFO Asesoria&Diseños ID. PROYECTO Corte B-B ESCALA 1/50 Corte A-A ESCALA 1/75 PLANOS DE INVERNADERO \W8.97594; CONSTRUCCION DE INVERNADERO DE \W8.97594; ESTRUCTURA METALICA EN ALDEA \W8.97594; CHOASAJCHAJ MUNICIPIO DE SANTA CRUZ LA \W8.97594; LAGUNA DEPARTAMENTO DE SOLOLA OFO N PLANTA ESCALA 1/50 \W3.08748; PLANTA DE ESTRUCTURAS Y \W3.08748; DETALLES DE CIMENTACION