Stairecase Detail DWG Detail for AutoCAD

Stairecase Detail DWG Detail for AutoCAD

REINFORCEMENT DETAIL OF RCC STAIRCASE

Drawing labels, details, and other text information extracted from the CAD file:

thk, thk., stilt floor to first floor lvl., floor beam, first floor to second floor, floor beam, nineteenth floor to twenty first floor, floor beam, twenty first floor lvl.to terrace, floor beam, section, column, floor beam, section, column, section, in elevation, column, section, floor beam in elevation, column, floor beam, section, column, column, floor beam, section, section, column, ext. at, col supp., ext. at, col supp., beam, ground floor slab, floor beam, section, column, floor beam, section, section, slab thk, slab thk., typical staircase detail, section, typical section through rcc steps, reinf. sec, second floor to eighteenth floor, floor beam, floor beam, section, slab in elevation, ext. at, col supp., ext. at, col supp., services, developers, job title, architects, date, job no., drawn, scale, checked, drawing title, drawing no., revisions, no., date, description, landscape, approved, p.g, ali, a.khan, structures, street, tower, staircase details, notes, levels other details of stairs follow, provision for fixing railing of stairs shall be adequtaly, all flight to rest on floor beams or masonry, clear cover to main reinf. for r.c.c members, mix of concrete shall be unless otherwise specified., slabs, beams, provided as per architectural requirement., read this drg.along with architectural dimensions, floor beam, shall be as, load bearing wall., architectural drgs., landing beam, new, consultants, technical projects, released for construction, xxx

Raw text data extracted from CAD file:

00.0 O \A1;2529 \A1;4800 \A1;600 \A1;600 \A1;600 \A1;150 \A1;150 \A1;600 \A1;300 \A1;600 \A1;600 \A1;600 \A1;150 \A1;150 \A1;150 \A1;300 \A1;300 \A1;600 \A1;600 \A1;150 \A1;150 \A1;150 \A1;300 \A1;300 \A1;600 \A1;600 \A1;150 \A1;150 \A1;150 \A1;600 \A1;300 \A1;600 \A1;250 \A1;150 \A1;150 \A1;150 \A1;600 \A1;300 \A1;600 \A1;180 \A1;150 \A1;150 \A1;600 \A1;150 \A1;150 \A1;600 \A1;513 \A1;600 \A1;180 \A1;600 \A1;300 \A1;2529 \A1;4800 \A1;2529 \A1;4800 \A1;2529 \A1;4800 \A1;230 \A1;450 \A1;180 \A1;600 \A1;300 \A1;150 \A1;150 \A1;600 \A1;513 \A1;600 \A1;600 \A1;300 \A1;600 \A1;600 \A1;150 \A1;150 \A1;600 \A1;180 \A1;600 \A1;600 \A1;600 \A1;600 \A1;300 \A1;SLAB THK AS/DETAIL \A1;SLAB THK. AS/DETAIL \A1;100 \A1;100 \A1;2529 \A1;4800 \A1;450 \A1;230 FB FB STILT FLOOR TO FIRST FLOOR LVL. 1 1 2 2 3 3 4 4 LB1 LB1 FLOOR BEAM DW D13 DT 5 5 FB FB FIRST FLOOR TO SECOND FLOOR 5 5 6 6 LB2 LB2 FLOOR BEAM FB FB NINETEENTH FLOOR TO TWENTY FIRST FLOOR 9 9 10 10 LB2 LB2 FLOOR BEAM FB FB TWENTY FIRST FLOOR LVL.TO TERRACE 11 11 12 12 13 13 14 14 LB1 LB1 FLOOR BEAM UP 01 03 05 07 10 11 14 16 18 20 22 09 12 WIDTH=1050 TREAD=250 RISER=175 WIDTH=1050 TREAD=250 RISER=170 WIDTH=1050 TREAD=250 RISER=180 WIDTH=1050 TREAD=250 RISER=175 SECTION 1-1 5 5 LB1 COLUMN 5 5 5 10@200c/c X 8@250c/c 2 2 1 12@120c/c 8@250c/c 1 6 8@200c/c 5 8@200c/c 3 12@120c/c 4 8@200c/c 1 00.0 5 5 2 3 00.0 5 5 LB1 FLOOR BEAM SECTION 3-3 SECTION 13-13 5 5 5 10@200c/c 2 X 9 2 7 11 12@120c/c 12 12@120c/c 2 11 00.0 13 7 00.0 X 7 9 00.0 7 13 5 5 X 5 8 7 9 10 5 7 7 00.0 13 14 8@200c/c 13 8@200c/c 5 5 5 COLUMN COLUMN SECTION 2-2 5 5 3 4 6 5 10 4 8@200c/c 12@120c/c 8@200c/c 10 8@200c/c 9 2 4 00.0 10 4 4 00.0 6 4 00.0 10 10 10 00.0 8 5 6 8 5 5 5 5 LB1 IN ELEVATION COLUMN COLUMN SECTION 12-12 5 5 3 4 6 5 10 4 8@200c/c 8 12@120c/c 7 8@200c/c 10 8@200c/c 9 2 4 00.0 10 4 4 00.0 6 4 00.0 10 10 10 00.0 8 5 6 8 5 5 5 5 FLOOR BEAM IN ELEVATION COLUMN FLOOR BEAM SECTION 4-4 5 5 11 12 14 13 18 12 12@120c/c 16 15 8@200c/c 18 8@200c/c 17 2 12 00.0 18 12 12 00.0 14 12 00.0 18 18 18 00.0 16 16 14 600 5 12@120c/c COLUMN LB2 COLUMN FLOOR BEAM SECTION 5-5 180 5 5 5 X 31 32a 10@200c/c 2 X 34 2 32a 2 3 00.0 5 32a 00.0 X 32a 32a 00.0 34 33 34 5 12@120c/c 5 5 32a 5 00.0 32a 5 4 3 6 SECTION 9-9 5 5 LB2 COLUMN 5 5 5 10@200c/c X 8@250c/c 2 2 1 12@120c/c 8@250c/c 1 6 8@200c/c 5 8@200c/c 3 12@120c/c 4 8@200c/c 1 00.0 5 5 2 3 00.0 5 180 5 X 31 32a 32a 00.0 X 33 34 12@120c/c 34 32a 32a 00.0 34 5 D28 DW D13 DT 5 5 D28 DW D13 DT 5 5 D28 DW D13 DT 5 5 D28 LB2 5 5 2 20+1 12 2 20 8(2L)@110c/c 2 20 EXT. AT COL C17 SUPP. 2 20 EXT. AT COL C17 SUPP. BEAM GROUND FLOOR SLAB FLOOR BEAM SECTION 11-11 5 5 LB1 COLUMN 5 5 5 10@200c/c X 8@250c/c 2 2 1 12@120c/c 8@250c/c 1 6 8@200c/c 5 8@200c/c 3 12@120c/c 4 8@200c/c 1 00.0 5 5 2 3 00.0 5 180 5 X 31 32a 32a 00.0 X 33 34 12@120c/c 34 32a 32a 00.0 34 5 FLOOR BEAM 5 LB2 FB SECTION 6-6 5 5 5 10@200c/c 2 X 21 2 19a 2 26 00.0 24 19a 21 00.0 19a 19a 00.0 X 5 X 21 22 20 19a 5 12@120c/c 180 23 12@120c/c 24 5 19a 19a 00.0 26 26 8@200c/c 25 8@200c/c 12@120c/c 26 SECTION 8-8 12@120c/c 1 8@250c/c 2 8@200c/c 4 8@200c/c 5 8@200c/c 6 00.0 9 00.0 10 11 00.0 12 13 00.0 14 12@120c/c 8@200c/c 00.0 3 00.0 8 00.0 7 00.0 17 00.0 18 00.0 15 00.0 16 10@200c/c X 12@120c/c 20 00.0 21 00.0 22 8@200c/c 19a 00.0 23 00.0 24 26 8@200c/c 12@120c/c 25 00.0 31 33 00.0 34 8@200c/c 32a 15a 00.0 00.0 5 5 5 (b1) (b2) (t1) (t2) 5 (T1) (T2) (B1) (B2) (b1) (X) (2) (X)+(b1) (b1) (2) (b1)+(T1) 5 (X) 10@200c/c (2) (B1)+(T1) SLAB THK AS/DETAIL SLAB THK. AS/DETAIL (t1)+(b1) (t1) (b1) (T1) TYPICAL STAIRCASE DETAIL DN SECTION 14-14 5 5 TYPICAL SECTION THROUGH RCC STEPS 1 10 REINF. AS/ SEC 8@150C/C FB FB SECOND FLOOR TO EIGHTEENTH FLOOR 7 7 8 8 LB2 LB2 FLOOR BEAM WIDTH=1050 TREAD=250 RISER=170 DW D13 DT 5 5 D28 DN UP FLOOR BEAM FLOOR BEAM FLOOR BEAM SECTION 10-10 SECTION 7-7 LB1 5 5 SLAB IN ELEVATION 2 20+1 12 2 20 8(2L)@110c/c 2 20 EXT. AT COL C17 SUPP. 2 20 EXT. AT COL C17 SUPP. UP DN UP DN 1:50,25 Services Developers Job Title Architects Date Job No. Drawn Scale Checked Drawing Title Drawing No. Revisions Revisions By No. Date Description Landscape Approved 13.03.2013 P.G Ali A.KHAN Structures STREET NO.2,UMANAGAR,BEGUMPET TOWER - D STAIRCASE DETAILS ST-02 Notes PROFILES, LEVELS & OTHER DETAILS OF STAIRS FOLLOW 2. PROVISION FOR FIXING RAILING OF STAIRS SHALL BE ADEQUTALY 3. ALL FLIGHT TO REST ON FLOOR BEAMS OR MASONRY 5. CLEAR COVER TO MAIN REINF. FOR R.C.C MEMBERS 4. MIX OF CONCRETE SHALL BE M-25 UNLESS OTHERWISE SPECIFIED. SLABS 20mm BEAMS 25mm PROVIDED AS PER ARCHITECTURAL REQUIREMENT. 1. READ THIS DRG.ALONG WITH ARCHITECTURAL DRG.&FOR DIMENSIONS FB:- FLOOR BEAM LEGEND:- SHALL BE AS UNDER:- LOAD BEARING WALL. ARCHITECTURAL DRGS. LB:- LANDING BEAM New Delhi-INDIA CONSULTANTS TECHNICAL PROJECTS RELEASED FOR CONSTRUCTION XXX

Language	English
Drawing Type	Detail
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, degrau, DETAIL, DWG, échelle, escada, escalier, étape, ladder, leiter, rcc, reinforcement, staircase, staircase detail, stairway, step, stufen, treppe, treppen