Security ´Steel Stairway DWG Section for AutoCAD

Security stairway in access with foundation details – Plant – Section

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

raised by mm, from mm, raised, raised by mm, of the, raised by mm, building silhouette, t.q., plant quota, dish, hea, hea, hea, t.q., upn, riveted in work, lam. striated sp, plant quota, hea, upn, plant quota, rampant foundation, ladder, connection beam, section, brackets, building silhouette, section, ladder, scale plant, lean concrete, brackets, reversing beam, ladder, section, lean concrete, brackets

Raw text data extracted from CAD file:

\A1;3297 \A1;3297 \A1;3297 \A1;1553 \A1;6100 \A1;1500 \A1;1000 \A1;500 \A1;310 \A1;350 \A1;500 \A1;500 \A1;500 \A1;750 \A1;500 \A1;6100 \A1;6100 \A1;350 \A1;1000 \A1;3000 \A1;1000 \A1;2300 \A1;1170 \A1;1300 \A1;420 \A1;700 \A1;3000 \A1;500 \A1;435 \A1;500 \A1;100 \A1;300 \A1;420 \A1;420 \A1;350 \A1;120 \A1;420 \A1;150 \A1;2700 \A1;400 \A1;350 \A1;2550 \A1;3000 \A1;1200 \A1;200 \A1;2000 \A1;1000 \A1;1000 \A1;500 \A1;300 \A1;1000 \A1;200 \A1;1200 \A1;200 \A1;350 \A1;3000 \A1;1000 \A1;1000 \A1;2000 \A1;1000 \A1;500 \A1;100 \A1;500 \A1;2000 \A1;3000 \A1;500 \A1;500 \A1;1000 \A1;500 \A1;500 \A1;500 \A1;200 \A1;6100 \A1;4000 \A1;750 \A1;40 \A1;50 \A1;80 \A1;50 \A1;2550 \A1;800 \A1;400 \A1;1200 \A1;400 \A1;1600 \A1;200 \A1;50 \A1;1000 \A1;2200 \A1;400 \A1;1000 \A1;500 \A1;500 \A1;400 \A1;400 \A1;200 \A1;200 \A1;200 \A1;200 21 ALZATE DA 157 mm -14313.76192134963 -14313.76192134963 DA 160 mm 8 ALZATE 21 ALZATE DA 157 mm A A B B 0 (QUOTA DI CALPESTIO DEL MARCIAPIEDE) 1343 4640 -14313.76192134963 21 ALZATE DA 157 mm 7937 11234 C C -210 3070 6367 9664 331.3993941186418 -2360 -2260 -260 SAGOMA EDIFICIO SAGOMA EDIFICIO T.Q. 60X3 5 5 5 5 5 5 5 5 PIANTA A QUOTA 11234 A A PIATTO 50X10 PIATTO 50X10 5 5 5 5 HEA 200 5 5 1 5 2 HEA 200 L 60X6 HEA 200 T.Q. 60X3 5 1 5 B 5 5 5 5 5 5 5 5 UPN 200 UPN 200 RIVETTATA IN OPERA LAM. STRIATA Sp 3+2 5 5 5 PIANTA A QUOTA 4640 E 7937 5 5 1 2 5 A 5 A 5 5 5 5 2 5 5 5 5 5 B 5 HEA 200 HEA 160 HEA 200 L 60X6 5 5 5 UPN 200 UPN 200 B PIANTA A QUOTA 1343 5 5 5 5 5 A 1 2 C 5 5 5 1 A 5 5 C 5 2 1 5 A 2 C FONDAZIONE RAMPANTI 5 5 5 5 SCALA 1:10 TRAVE DI COLLEGAMENTO SEZIONE C-C 5 -260 5 4 d16 STAFFE d8/20″ 1+1 d16 4 d16 SAGOMA EDIFICIO 5 -260 SEZIONE A-A SCALA 1:10 5 5 5 5 5 5 1 A 5 2 A A 5 5 5 5 A 5 5 5 5 5 \A1;800 C 5 5 C 5 5 B B PIANTA – SCALA 1:25 5 d16 MAGRONE 5 d16 STAFFE d8/20″ 1+1 d16 5 TRAVE ROVESCIA SCALA 1:20 SEZIONE B-B 5 5 5 5 5 5 B 5 1 B 5 5 2 5 -2360 -260 C C 7 d 24 1+1+1 d 16 MAGRONE STAFFE d8/25″ 1+1+1 d 16 7 d 24