Staircase, Multi-Storey Building DWG Section for AutoCAD

sections and details

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

stirrup, stirrup, transv., ladder, section p.i., section, ladder, transv., transv., ladder, plant, steps reported, steel feb, rs class foundation cls, rs class elevation cls, materials:, vert., section, ladder, transv., section, ladder, transv., section, ladder, brooch, brooches, per sqm. min., hor., armoire set of elevator compartments, ladder, vert., hor.

Raw text data extracted from CAD file:

\A1;1.45 \A1;0.24 \A1;1.45 \A1;0.24 \A1;0.65 \A1;1.50 \A1;0.65 \A1;1.50 \A1;1.50 \A1;0.65 \A1;1.15 \A1;0.24 \A1;0.167 \A1;0.30 \A1;0.167 \A1;0.30 \A1;0.30 \A1;0.167 \A1;2.35 \A1;1.35 \A1;2.35 \A1;2.35 \A1;2.30 \A1;1.40 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.05 \A1;0.30 \A1;1.05 \A1;0.05 \A1;0.10 \A1;2.10 \A1;1.35 \A1;0.15 \A1;0.12 \A1;0.30 \A1;0.167 \A1;\U+220510/10 \A1;\U+220510/10 \A1;\U+220510/10 \A1;\U+220510/10 \A1;\U+220510/10 \A1;\U+220510/10 \A1;R1.35 \A1;R1.25 \A1;100° \A1;100° \A1;\U+220510/10 \A1;\U+220510/10 \A1;\U+220510/10 \A1;\U+220510/10 \A1;0.12 \A1;\U+220510/10 \A1;\U+220510/10 \A1;0.12 \A1;\U+220510/10 \A1;\U+220510/10 d12/10 5 -1.0 6.083606357461623 STAFFA d10/20 L=170 L=170 STAFFA d10/20 5 d12/10 315 35 35 d12/10 d12/10 140 d12/10 d12/10 100 100 10 10 d12/10 190 180 20 20 175 25 25 25 25 d8/30 L=85 10 10 23 42 170 d12/10 25 d12/10 d12/10 0.12 25 110 10 23 \A1;d8 trasv. SCALA 1:20 SEZIONE 1 P.I. 15 110 15 5 d8/30 L=85 10 42 25 25 20 120 d12/10 5 20 d12/10 120 20 20 5 SEZIONE 1 SCALA 1:20 5 -0.113595178550824 0.0 \A1; \A1; \A1;d8 trasv. d12/10 d12/10 315 \A1;d8 trasv. 140 25 d12/10 25 25 25 0.8074705528091783 4d16 pos.2 60 4d16 pos.1 15 d12/10 20 20 20 d12/10 115 20 d12/10 115 25 15 15 d12/10 115 25 d12/10 115 25 10 42 10 d8/30 L=85 23 180 20 20 150 d12/10 25 25 d12/10 145 170 20 20 L=85 d8/30 23 10 42 10 20 d12/10 320 d12/10 320 -0.098244110970569 60 25 25 0.1122787998312162 4d16 pos.2 4d16 pos.1 15 4d16 pos.1 L=435 100 100 4d16 pos.2 L=420 0.0 100° 0.0 5 220 235 100 100 9.089606357461633 3 3 9.209055903874614 9.209055903874614 9.209055903874614 9.209055903874614 1 A 2 9.209055903874614 9.209055903874614 2 1 3 4 5 6 7 8 15 18 16 17 13 14 12 11 1 9 A 10 SCALA 1:50 PIANTA 2 9.295996610082213 5 9.089606357461633 6.083606357461626 GRADINI RIPORTATI 3.077606357461612 -1.80 -1.0 +0.90 9.089606357461633 9.089606357461633 9.089606357461633 9.089606357461633 9.089606357461633 -1.0 +3.90 9.089606357461633 -1.0 5 6.083606357461623 12.09560635746164 12.09560635746164 ACCIAIO FeB 44K CLS FONDAZIONE CLASSE RcK 300 Kg./cmq. CLS ELEVAZIONE CLASSE RcK 350 Kg./cmq. MATERIALI: d12/20 vert. 5 5 SEZIONE 2 SCALA 1:20 -0.0983134992318924 5 \A1;d8 trasv. 5 0.12 25 SEZIONE 3 SCALA 1:20 -0.485132346035769 25 \A1;d8 trasv. \A1;d8 trasv. 12.09560635746164 5 -1.0 +6.90 9.089606357461633 9.089606357461633 12.09560635746164 12.09560635746164 9.089606357461633 SEZIONE A-A SCALA 1:50 +9.90 SPILLA d8 SPILLE d8 L=30 n.6 al mq. min. 10 10 0.0 d8/20 orizz. ARMATURA SETTI VANO ASCENSORE SCALA 1:20 d12/20 vert. d8/20 orizz.