Multi Family Building Concrete DWG Section for AutoCAD

detailed design of construction multi-story building of concrete – Sections – Elevations, Floors – Details

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

preventer rain water, plate of aluminium, iron structure, eleastic joint, preventer rain water, hinge, ssl, plan, elevation, aluminium sandwich panel door, aluminium sandwich panel door, ground stairs, first stairs, basement stairs, concrete slab, finish floor, marble, marble skirting, galvanized steel chanel section, aluminum section, water proofing, glass wool insulation, metal plate, insulated glass see through, plastering, plaster stop, soft wood, reflective glass, metal plate, plastic, concrete, concrete partition, aluminium partition, first floor, ground floor, detail i, detail ii, basement floor, plan of m.p.u, up floor, conceret tail, roof floor, east elavation, iron structure, east elevation, main elavation, facing wall, concrete wall, slab, window, main elevation, cladding wall, drwg. title :, scale :, job no., drwg. no., arch., rev., iron i section, insulation material, plate of aluminiem, project :, ref. point, multi-stories concrete building, name : zahraa sabah reda

Raw text data extracted from CAD file:

\A1;11.9600 12 15 10 9 8 1 2 3 4 5 6 7 23 22 21 20 27 26 25 24 11 14 16 17 18 28 29 30 13 19 \A1;1.8000 \A1;4.5000 \A1;2.1000 \A1;6.0000 \A1;2.7000 \A1;1.8000 \A1;4.5000 \A1;8.1000 \A1;6.0000 \A1;1.8000 \A1;4.5000 \A1;2.1000 \A1;6.0000 F preventer rain water plate of Aluminium Iron structure Eleastic joint preventer rain water Hinge \A1;3.2049 \A1;3.9382 \A1;2.6602 SSL <> <> PLAN TOTAL NOS.: 1 D1: REVOLVING ALUMINIUM DOOR ELEVATION <> <> <> ALUMINIUM SANDWICH PANEL DOOR PLAN 2150 ELEVATION TOTAL NOS.: 68 D2: WOODEN DOOR <> <> <> EQ EQ PLAN 2150 ELEVATION TOTAL NOS.: 4 D4: WOODEN DOOR <> EQ EQ <> <> TOTAL NOS.: 7 PLAN ELEVATION D3: WOODEN DOOR <> <> <> PLAN <> ELEVATION TOTAL NOS.: 33 D5: WOODEN DOOR ALUMINIUM SANDWICH PANEL DOOR <> <> <> 5 <> PLAN TOTAL NOS. A+B: 51 D6-A: ALUMINUM DOOR TOTAL NOS. A+B: 51 PLAN D6-B: ALUMINUM DOOR <> <> <> 5 <> PLAN TOTAL NOS.: 55 D7: WOODEN DOOR <> <> <> EQ EQ PLAN 2232 ELEVATION TOTAL NOS.: 4 D8: ALUMINUM DOOR ELEVATION ELEVATION ELEVATION <> <> <> <> ELEVATION D9: ALUMINUM DOOR PLAN TOTAL NOS.: 2 <> <> T T <> T T 4 \Fromans|c0;EQUAL DIVISIONS <> <> <> <> 5 <> PLAN TOTAL NOS.: 16 D10: ALUMINUM DOOR ELEVATION ALUMINIUM SANDWICH PANEL DOOR ALUMINIUM SANDWICH PANEL DOOR ALUMINIUM SANDWICH PANEL DOOR ALUMINIUM SANDWICH PANEL DOOR <> <> <> 5 <> PLAN TOTAL NOS.: 8 D11: ALUMINUM DOOR ELEVATION ALUMINIUM SANDWICH PANEL DOOR ground stairs first stairs Basement stairs \A1;315 \A1;150 \A1;50 \A1;600 \A1;600 \A1;600 \A1;15 \A1;300 \A1;15 \A1;600 \A1;50 \A1;20 \A1;270 \A1;25 \A1;15 \A1;50 \A1;100 Concrete slab Screed 50mm Finish floor Marble Marble Skirting Galvanized Steel Chanel Section Aluminum Section100*100mm Aluminum Section Aluminum Section Water proofing Glass Wool Insulation Glass 6mm Metal Plate Galvanized Steel Section 100*30mm Aluminum Section 100*35mm Insulated Glass See Through Aluminum Section 100*350mm Plastering Plaster Stop Soft Wood Reflective Glass Metal plate -15.77870647027689 -15.77870647027689 -15.77870647027689 -15.77870647027689 -15.77870647027689 -15.77870647027689 -15.77870647027689 -15.77870647027689 -15.77870647027689 -15.77870647027689 0.0000000000000036 -0.0000000000000853 -15.77870647027689 -15.77870647027689 -15.77870647027689 -15.77870647027689 -15.77870647027689 Aluminum Section 100*200mm Plastic \A1;25 \A1;175 \A1;50 \A1;100 \A1;150 \A1;50 \A1;50 \A1;150 \A1;109 \A1;41 \A1;175 \A1;25 \A1;100 \A1;1900 \A1;100 \A1;100 \A1;1900 \A1;100 Aluminum Section 100*200mm Aluminum Section Galvanized Steel Section 100*30mm Aluminum Section 100*35mm Metal Plate Glass 6mm Marble Skirting Concrete Reflective Glass Glass Wool Insulation -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 Water proofing -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 -10.65457444241504 Aluminum Section 100*35mm Galvanized Steel Section 100*30mm Aluminum Section Insulated Glass See Through Aluminum Section 100*200mm \A1;0.3150 \A1;0.1500 \A1;0.0500 \A1;0.6000 \A1;0.6000 \A1;0.6000 \A1;0.0150 \A1;0.3000 \A1;0.2700 \A1;0.0250 \A1;0.0150 Concrete slab Screed 50mm Finish floor Marble Marble Skirting Galvanized Steel Chanel Section Aluminum Section100*100mm Aluminum Section Aluminum Section Water proofing Glass Wool Insulation Glass 6mm Metal Plate Galvanized Steel Section 100*30mm Aluminum Section 100*35mm Insulated Glass See Through Aluminum Section 100*350mm Plastering Plaster Stop Soft Wood Reflective Glass Metal plate 0.0150000000030559 0.3000000000029104 0.2700000000004366 5 0.0149999999994179 0.3149999999877764 0.1499999999941792 0.0500000000029104 0.5999999999985448 0.6000000000021828 0.5999999999985448 Aluminum Section 100*200mm Plastic Section 1 1:25 Concrete partition aluminium partition Section 1 1:25 Concrete partition aluminium partition 8 \A1;2060 \A1;2213 \A1;1000 \A1;2067 \A1;83 \A1;2150 \A1;2056 \A1;94 \A1;2000 \A1;EQ \A1;EQ \A1;2150 \A1;2000 \A1;EQ \A1;EQ \A1;2000 \A1;2720 \A1;1000 \A1;2067 \A1;83 \A1;2150 \A1;2067 \A1;83 \A1;2150 \A1;1000 \A1;2150 \A1;67 \A1;2217 \A1;800 \A1;2150 \A1;82 \A1;1750 \A1;EQ \A1;EQ \A1;2232 \A1;1250 \A1;2150 \A1;104 \A1;2254 \A1;2200 \A1;2310 \A1;110 \A1;4 \Fromans|c0;EQUAL DIVISIONS \A1;2000 \A1;2150 \A1;71 \A1;2221 \A1;850 \A1;2150 \A1;71 \A1;2221 \A1;850 \A1;1000 \A1;800 \A1;850 \A1;850 \A1;15.0000 \A1;10.0000 \A1;5.0000 \A1;5.0000 \A1;26.6000 \A1;18.6000 \A1;7.8000 \A1;5.0002 \A1;3.0998 \A1;4.5000 \A1;4.5000 \A1;4.5000 \A1;4.5000 \A1;14.8200 H I J 1 2 3 5 6 7 8 4 1 2 3 5 6 7 8 4 First Floor Ground Floor A B C D E F H I J G \A1;15.0000 \A1;5.0000 \A1;10.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;5.0000 \A1;5.0000 \A1;5.0000 1 2 3 5 6 7 8 \A1;26.5000 \A1;14.4000 \A1;11.7000 \A1;4.5000 \A1;4.5000 \A1;2.7000 4 26.6000 \A1;18.6000 7.8000 5.0000 3.1000 4.5000 \A1;4.5000 \A1;4.5000 \A1;4.5000 \A1;7.0690 1 2 3 5 6 7 8 4 \A1;7.0000 \A1;4.2600 \A1;5.8300 \A1;5.8300 \A1;6.0500 \A1;14.8200 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;26.5000 \A1;26.1000 \A1;14.4000 \A1;11.7000 \A1;4.5000 \A1;4.5000 A B C D E F H I J G 1 2 3 5 6 7 8 4 A A Section (A-A) E 1 Detail I Detail II E 0.0 0.0 +1.40 -4.5 \A1;12.0000 \A1;12.0000 \A1;6.4000 5 \A1;39.5100 \A1;4.7408 \A1;7.8000 \A1;8.9600 \A1;11.9600 \A1;11.9600 \A1;5.9600 \A1;5.9600 \A1;0.2400 \A1;7.1200 \A1;3.1000 \A1;0.2400 \A1;21.5200 \A1;0.2400 \A1;3.4600 \A1;7.1200 \A1;4.7600 \A1;26.0200 Basement Floor \A1;12.0000 +1.45 0.0 +1.40 +1.45 D 1 D 1 D 1 D 1 D 2 D 2 D 2 D 2 D 2 D 3 D 3 D 3 D 3 \A1;18.1200 \A1;15.3500 \A1;5.9200 \A1;11.6000 \A1;6.1600 \A1;7.1200 \A1;18.0000 \A1;3.5000 \A1;7.8200 \A1;3.5000 \A1;11.6000 \A1;11.8035 \A1;15.3000 \A1;23.9200 \A1;26.1000 +1.10 +1.15 +1.70 +1.75 +2.00 +2.05 +1.40 +1.45 +1.10 +1.15 +1.70 +1.75 +2.00 +2.05 + 0.0 +1.45 + 5.5 + 8.7 +11.8 +15.0 +18.15 +21.3 +24.45 +27.6 +30.75 +33.9 +37.0 + 40.0 + 0.0 +1.45 + 5.5 + 8.7 +11.8 +15.0 +18.15 +21.3 +24.45 +27.6 +30.75 +33.9 +37.0 + 40.0 + 0.0 + 1.1 + 2.15 + 7.0 B B + 0.0 +1.45 + 5.5 + 8.7 +11.8 +15.0 +18.15 +21.3 +24.45 +27.6 +30.75 +33.9 +37.0 + 0.0 + 7.0 – 2.5 1 2 3 5 6 7 8 4 A B C D E F H I J G A B C D E F H I J G Section (B-B) Section (C-C) C C 1 2 3 5 6 4 \A1;4.6 \A1;18.3043 \A1;9.1612 \A1;9.1431 \A1;4.6612 \A1;1.8000 \A1;2.7000 \A1;4.5000 \A1;4.6431 \A1;4.72 \A1;41.5461 \A1;13.8613 \A1;10.0000 \A1;5.0000 \A1;26.1461 \A1;3.8613 \A1;7.5387 \A1;12.0000 \A1;8.1461 \A1;5.0000 \A1;5.4000 \A1;6.0000 \A1;6.0000 \A1;6.0000 6.000 \A1;2.1416 \A1;41.5461 \A1;13.8613 \A1;8.8613 \A1;5.0000 \A1;5.0000 \A1;5.0000 \A1;5.0000 \A1;0.4000 \A1;26.1461 \A1;7.5387 \A1;12.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;8.1461 \A1;6.0045 \A1;2.1416 \A1;26.1323 \A1;14.4000 \A1;6.3350 \A1;4.5350 \A1;8.0650 \A1;0.8650 \A1;7.2000 \A1;11.7323 \A1;7.2000 \A1;4.5000 \A1;1.8000 \A1;2.7000 \A1;4.5323 \A1;4.5323 \A1;15.0000 \A1;5.0000 \A1;5.0000 H I J G \A1;10.0000 \A1;5.0000 \A1;5.0000 26.6000 \A1;18.6000 4.5000 \A1;4.5000 \A1;4.5000 \A1;4.5000 1 2 3 5 6 4 \A1;14.8200 +1.40 +1.45 \A1;3.5000 \A1;7.8200 \A1;3.5000 \A1;18.0600 \A1;15.3000 +1.10 +1.15 +1.70 +1.75 +2.00 +2.05 D D E E + 1.1 + 2.15 + 0.0 + 0.0 + 0.0 + 1.1 + 2.15 + 7.0 H I J G \A1;4.72 \A1;15.0000 \A1;5.0000 \A1;5.0000 \A1;5.0000 5.9200 \A1;41.4565 \A1;26.0565 \A1;2.0565 \A1;14.0565 \A1;12.0000 5 D 4 D 4 D 4 D 4 D 4 D 3 D 3 D 3 D 3 D 0.0 0.0 6.0500 5.8300 5.8300 G F E D C B 14.3200 6.9600 5.9200 11.6000 5.9200 7.2000 7.2000 2.7000 4.5000 4.5000 11.7000 14.4000 26.1000 26.5000 6.0000 A 6.0000 6.0000 6.0000 5.0000 5.0000 +37.7 +41.0 5 5 5 5 \A1;14.4480 \A1;8.4480 \A1;2.4480 \A1;28.0000 19 13 12 15 10 9 8 1 2 3 4 5 6 7 23 22 21 20 25 24 14 16 18 5 5 5 5 14 10 1 2 3 4 5 6 7 18 17 16 15 20 19 9 11 12 13 8 +4.10 +4.15 +3.20 +3.25 +0.9 +0.95 -1.00 -1.05 +7.10 +7.15 +8.10 +8.05 5 6 7 4 +4.10 +4.15 +3.20 +3.25 6 5 7 4 14 10 1 2 3 4 5 6 7 18 17 16 15 20 19 9 11 12 13 8 +7.10 +7.15 +8.10 +8.05 21 21 11 17 26 27 5 6 7 4 19 13 12 15 10 9 8 1 2 3 4 5 6 7 23 22 21 20 25 24 14 16 18 +0.9 +0.95 -1.00 -1.05 11 17 26 27 \A1;3.0400 \A1;1.8000 \A1;8.4400 \A1;5.4000 \A1;4.5000 \A1;0.9000 \A1;3.4600 \A1;1.2000 \A1;1.7000 \A1;1.2000 \A1;1.2400 A B 4.5000 \A1;3.4600 \A1;1.7000 \A1;1.2000 \A1;1.8000 1.8000 \A1;6.3000 \A1;6.6000 \A1;8.4000 2.1000 \A1;2.1000 \A1;1.2000 A B \A1;2.5000 \A1;1.7000 \A1;1.2000 \A1;3.4600 \A1;2.1000 \A1;6.6000 \A1;1.9000 \A1;8.4000 \A1;6.3000 \A1;4.5000 \A1;1.8000 \A1;1.8000 \A1;1.2000 A B \A1;2.4500 \A1;2.4500 ground stairs Basement stairs first stairs \A1;4.3000 \A1;1.7000 6.0000 \A1;3.4600 \A1;5.9200 Section (E-E) Section (D-D) PLAN OF M.P.U \A1;2.5000 \A1;14.5000 \A1;26.5000 \A1;41.9000 UP Floor \A1;15.0000 \A1;5.0000 \A1;5.0000 A B C D E F H I J G \A1;10.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;5.0000 \A1;5.0000 1 2 3 5 6 7 8 \A1;26.5000 \A1;14.4000 \A1;11.7000 \A1;4.5000 \A1;4.5000 \A1;2.7000 4 26.6000 \A1;18.6000 7.8000 5.0000 3.1000 4.5000 \A1;4.5000 \A1;4.5000 \A1;4.5000 1 2 3 5 6 7 8 4 0.0 +1.40 -4.5 \A1;12.0000 +1.45 0.0 \A1;15.3500 \A1;26.1000 5 \A1;2.5000 \A1;14.5000 \A1;26.5000 \A1;41.9000 12 11 10 9 8 1 2 3 4 5 6 7 19 18 17 16 21 20 11 10 12 13 14 9 15 CONCERET TAIL ROOF Floor \A1;15.0000 \A1;5.0000 \A1;5.0000 A B C D E F H I J G \A1;10.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;5.0000 \A1;5.0000 1 2 3 5 6 7 8 \A1;26.5000 \A1;14.4000 \A1;11.7000 \A1;4.5000 \A1;4.5000 \A1;2.7000 4 26.6000 \A1;18.6000 7.8000 5.0000 3.1000 4.5000 \A1;4.5000 \A1;4.5000 \A1;4.5000 1 2 3 5 6 7 8 4 0.0 +1.40 -4.5 \A1;12.0000 +1.45 0.0 \A1;15.3500 \A1;26.1000 12 10 9 11 5 5 5 5 \A1;2.5000 \A1;14.5000 \A1;26.5000 \A1;41.9000 CONCERET TAIL \A1;2.1000 \A1;4.5000 \A1;1.8000 A B C D E F H I J G \A1;2.1416 \A1;6.0045 \A1;6.0000 \A1;6.0000 \A1;6.0000 \A1;0.4000 \A1;5.0000 \A1;5.0000 \A1;5.0000 \A1;8.1461 \A1;12.0000 \A1;7.5387 \A1;8.8613 \A1;5.0000 \A1;26.1461 \A1;13.8613 \A1;41.5461 East Elavation 3 6 5 7 4 F E F iron structure + 0.0 +1.45 + 5.5 + 8.7 +11.8 +15.0 +18.15 +21.3 +24.45 +27.6 +30.75 +33.9 +37.0 + 40.0 1 2 3 5 6 7 8 4 \A1;4.5323 \A1;4.5000 \A1;2.7000 \A1;1.8000 \A1;4.5350 \A1;7.2000 \A1;0.8650 \A1;8.0650 \A1;6.3350 \A1;7.2000 \A1;4.5323 \A1;14.4000 \A1;11.7323 \A1;26.1323 EAST ELEVATION Main Elavation 7 8 D C E PLAN 1 1:50 PLAN 1 1:50 Section 1 1:25 Facing wall 11.6000 7.1200 Clading / Concrete wall Concrete Wall D C Concrete Wall Slab Window East Elavation PLAN 2 1:50 Section 2 1:25 Facing wall plate of Aluminium Eleastic joint Facing wall 3 6 5 7 4 F E Hinge Eleastic joint plate of Aluminium Iron structure plate of Aluminium Eleastic joint Hinge Iron structure Concrete partition Main Elavation 7 8 D C E PLAN 2 1:50 11.6000 7.1200 8 Section 2 1:25 Clading / Concrete wall Concrete Wall Concrete partition Concrete Wall aluminium partition Concrete partition MAIN ELEVATION Cladding wall Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 B C 2 3 4 Plan of w.c 1/20 Iron I section Insulation material Plate of Aluminiem PROJECT : 02 03 04 12 13 14 08 09 10 11 05 06 07 15 16 17 19 21 22 23 +1.40 -4.5 +1.45 0.0 5 5 Ref. point Scale : 01 5 09 D 2 12 15 10 9 8 1 2 3 4 5 6 7 23 22 21 20 27 26 25 24 11 14 16 17 18 28 29 30 13 19 \A1;4.2600 \A1;5.8100 4.4815 4.4815 12 15 10 9 8 1 2 3 4 5 6 7 23 22 21 20 27 26 25 24 11 14 16 17 18 28 29 30 13 19 F preventer rain water plate of Aluminium Iron structure Eleastic joint preventer rain water Hinge Section 1 1:25 Concrete partition aluminium partition 8 Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Name : Zahraa Sabah Reda Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building Drwg. Title : Scale : JOB NO. Drwg. No. Arch. Rev. Date :Feb 2010 PROJECT : Multi-Stories Concrete Building 20 1:200 1:20 1:200 1:200 1:200 1:100 1:100 1:100 1:20 1:100 1:25 1:25 1:25 1:20 1:25 1:100 1:100 1:200 1:200 1:200 1:200 1:20 1:25 D 4 D 4