Guardhouse DWG Block for AutoCAD

Plano architectural design of a guard house

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

diamond based carlite, xxx

Raw text data extracted from CAD file:

A B 1 2 100 \W0.59152; VIGILANCIA 101 \W1.87146; AREA DE \W1.87146; CAFE 102 \W1.84765; SERVICIO \W1.84765; SANITARIO 3.650000225752592 4.105397595693344 1.200000000000003 0.3999999999985455 01/A3.1 02/A3.1 04/A3.1 03/A3.1 03 A4.1 02 A4.1 01 A4.1 04 A4.1 A B 1 2 3.650000225752592 4.105397595693344 \W0.84089; PEND. \W0.84089; 15% \W0.84089; PEND. \W0.84089; 15% DIAMANTE A BASE DE CARLITA DIAMANTE A BASE DE CARLITA \A1;N.C. 3.68 \A1;N.C. 3.28 \A1;N.C. 3.25 1 \A1;0.25 \A1;1.40 \A1;0.50 \A1;1.40 \A1;0.25 \A1;1.51 \A1;0.28 \A1;0.40 \A1;1.65 \A1;1.55 \A1;0.40 \A1;1.55 \A1;1.67 \A1;0.43 \A1;0.97 \A1;0.91 \A1;0.50 \A1;1.00 \A1;1.62 \A1;1.88 \A1;3.50 \A1;0.40 \A1;1.60 \A1;0.40 \A1;1.50 \A1;0.16 \A1;0.12 \A1;0.10 XXX A 01 A000 100 1 01 A000 01 A000 01 A000 01 A000 01 A000 \A1;3.65 \A1;4.11 \A1;1.20 \A1;0.40 1 \A1;3.65 \A1;4.11 1 0.245100188758224 1.404900036797001 0.4999995473062988 1.404900036797002 0.2451001901552079 1.51037403630093 0.2800000000000002 0.3999999999700041 1.649273898157984 1.550000225153052 0.3999999999927608 1.550000225141409 1.674273896692914 0.4254000017498638 0.9656000018433226 0.9103740371195741 0.4967204512254284 1.003280000017175 1.620974036218672 1.879999999975446 3.500000450294463 0.3999999999912696 1.599999999923591 0.4006108198823704 1.500000451242603 MURO B1 ESPESOR = 0.1627 M. 0.1575971839855868 \W1.07033; MURO DE BLOCK \W1.07033; DE CONCRETO DE \W1.07033; 15x20x40 CMS. \W6.46606; REPELLADO \W6.46606; MORTERO- \W6.46606; CEMENTO- ARENA 0.1174699999996847 \W4.72882; \A1;POSTE \W4.72882; \A1;METALICO \W4.72882; \A1;DE 3 \A1;\S5#8;” \W4.72882; CALIBRE 26 \W1.15739; \A1;TABLAROCA \W1.15739; \A1;REGULAR DE \W1.15739; \A1;\S1/2;\A1;” MURO T1 ESPESOR = 0.1170 M. \W1.15739; \A1;TABLAROCA \W1.15739; \A1;CONTRA \W1.15739; \A1;HUMEDAD \W1.15739; \A1;DE \A1;\S1/2;” 0.1047699999999168 \W4.72882; \A1;POSTE \W4.72882; \A1;METALICO \W4.72882; \A1;DE 3 \A1;\S5#8;” \W4.72882; CALIBRE 20 MURO D1 ESPESOR = 0.1043 M. \A1;DUROCK DE \A1;\S1/2;” \W4.99413; \A1;TABLAROCA \W4.99413; \A1;REGULAR DE \A1;\S1/2;” T1 T1 B1 B1 B1 B1 B1 B1 B1 V1 V1 V2 V3 V4 V4 P-01 \W1.07033; MURO DE BLOCK \W1.07033; DE CONCRETO DE \W1.07033; 15x20x40 CMS. \W2.82406; \A1;LOSA DE \W2.82406; \A1;CONCRETO \A1;POSTE \A1;METALICO \A1;DE 3 \A1;\S5#8;” CALIBRE 20 \A1;DUROCK DE \A1;\S1/2;” \A1;BAJADA PLUVIAL \A1;DE 2″‘ \A1;CANALON DE \A1;LAMINA \A1;GALVANIZADA \A1;SALIDA DE \A1;AGUA HACIA \A1;MURO DE \A1;CONTENCION \W2.96019; \A1;CANAL ESTRUCTURAL \W2.96019; \A1;CAL 22 \A1;POSTE METALICO \A1;DE 3 \A1;\S5#8;” CALIBRE 20 \A1;DUROCK DE \A1;\S1/2;” \W5.36105; \A1;MEMBRANA \W5.36105; \A1;IMPERMEABLE TYVEK \W4.29353; \A1;BASECOAT DE 2MM \W4.29353; \A1;ANTES DEL ACABADO \W4.29353; \A1;FINAL \A1;IMPERMEABILIZANTE \W6.17057; \A1;CHAFLAN \W3.67448; \A1;SELLADOR ELASTICO \W3.67448; \A1;IMPERMEABLE,NO \W3.67448; \A1;ENDURECIBLE \A1;CARLITA \A1;LOSA DE \A1;CONCRETO 03 A2.1 02 A2.1 P-02