Concrete Detail Single Apartment – Loft DWG Section for AutoCAD

A loft / flat 100 m² made of concrete and precast concrete – plants – sections – Section details

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

sds-cad, lightweight cmu, wall cladding, scale none, expansion joint, waterproofing membrane, rigid insulation, protection board, brick pavers, reinforced structural concrete slab, cast on site – interior insulation, table of contents, rachel darakji, faculty of art, architecture, and design, architect:, civil engineer:, mechanical engineer:, electrical engineer:, remarks:, legend:, precast concrete panels, reinforced concrete, glass, drawn by:, checked by:, a-a, slab limit, concrete masonry unit, workshop area, parking, kitchen, lounge, workshop, section aa, bedroom, section bb, section cc, concrete column, research, composite concrete support panel, cleansing concrete, reinforced concrete footing, hollow block masonry, unit dimensions in mm

Raw text data extracted from CAD file:

SDS-CAD \A1;200 \A1;80 \A1;20 \A1;110 \A1;0.7000 \A1;100 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 ± 0.00 ± 0.00 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;100 ± 0.00 ± 0.00 A B C D <> <> <> \A1;5 \A1;100 \A1;100 \A1;90 \A1;620 \A1;135 \A1;450 110 \A1;Scale : \S1#20; \A1;Scale : \S1#20; http://www.nbnnews.com/NBN/issues/2009-03-09/Building+Systems/index.html http://chdavis.blogspot.com/2010/12/visitors-and-undergraduate-admissions.html http://archive.nrc-cnrc.gc.ca/eng/ibp/irc/cbd/building-digest-94.html http://www.emeraldinsight.com/journals.htm?articleid=1512984&show=html http://www.concretethinker.com/energymodels/Residential-Energy-Model-Overview.aspx 5 Lightweight CMU Wall Cladding SCALE NONE EXPANSION JOINT WATERPROOFING MEMBRANE RIGID INSULATION 1/4″ ASPHALT IMPREGNATED PROTECTION BOARD 3/4″ BITUMINOUS LEVELING BED WITH 2% NEOPRENE TACK COAT BRICK PAVERS TN14BF4 REINFORCED STRUCTURAL CONCRETE SLAB SCALE NONE EXPANSION JOINT WATERPROOFING MEMBRANE RIGID INSULATION 1/4″ ASPHALT IMPREGNATED PROTECTION BOARD 3/4″ BITUMINOUS LEVELING BED WITH 2% NEOPRENE TACK COAT BRICK PAVERS REINFORCED STRUCTURAL CONCRETE SLAB SCALE NONE Cast on site – Interior Insulation Floor/Wall intersection Precast Concrete Panels/ Reninforced concrete Structural Table of Contents A01 A02 A03 \A1;Ground Floor Plan \S1#50; Structural System \A1; \S1#50; Roof Floor Plan \A1; \S1#50; Structural System \A1; \S1#50; Details \A1; Rachel Darakji ID: 20092213 Spring 2012 Faculty of Art, Architecture, and Design \W0.49303; Construction Detailing Studio \W0.49303; II A01 Architect: Civil Engineer: Mechanical Engineer: Electrical Engineer: Rachel Darakji Remarks: \c624630;List of Architectural Drawings \c2171169;Rachel Darakji \c2171169;ID: 20092213 \W7.73776; Sheet Number \W7.77592; Drawing Title \W7.39355; Scale \W6.69617; A01 \W1.80533; Ground Floor Plan (Structural System & Slab Limits) \W7.82973; \A1;\S1#50;\A1; \W6.69711; A02 \W6.04145; First Floor Plan (Structural System & Slab Limits) \W7.82973; \A1;\S1#50;\A1; \W6.70086; A03 \W7.66045; Roof Plan \W7.82973; \A1;\S1#50;\A1; \W6.67745; A04 \W6.31176; Sections – Longitudinal & Transversal \W7.82973; \A1;\S1#50;\A1; \W6.69945; A05 \W7.15354; Wall Section Details \W6.68541; A06 \W8.25315; Details \W7.82973; \A1;\S1#50;\A1; \W6.69056; A07 \W9.53276; Stairs Detail \W7.83676; \A1;\S1#20;\A1; \W6.68634; A08 \W9.98875; Elevations \W7.82973; \A1;\S1#50;\A1; \W6.69383; A09 \W9.98875; Elevations \W7.82973; \A1;\S1#50;\A1; \W6.68213; A10 \W8.31834; 3D Perspectives \W6.69617; A11 \W8.10579; Research Details 4 \A1;620 \A1;135 \A1;450 \A1;250 \A1;120 \A1;5 \A1;30 \A1;100 100 100 \A1;30 \A1;120 \A1;5 Legend: Precast Concrete Panels Reinforced Concrete Glass Drawn by: Checked by: Rachel Darakji A-A A04 A-A A04 \A1;30 \A1;10 \A1;5 \A1;20 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 5 5 5 5 5 5 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 + 0.35 FFL + 0.25 FCL \A1;1200 \A1;250 \A1;30 \A1;100 100 \A1;30 \A1;10 \A1;5 \A1;20 ± 0.35 FFL ± 0.25 FCL \A1;370 Slab Limit A B 3 2 1 4 A B 3 2 1 \A1;First Floor Plan \S1#50; Structural System \A1; \S1#50; \A1;620 \A1;135 \A1;450 \A1;1200 Table of Contents A01 A02 A03 \A1;Ground Floor Plan \S1#50; Structural System \A1; \S1#50; Rachel Darakji ID: 20092213 Spring 2012 Faculty of Art, Architecture, and Design \W0.49303; Construction Detailing Studio \W0.49303; II A02 Architect: Civil Engineer: Mechanical Engineer: Electrical Engineer: Rachel Darakji Remarks: 4 \A1;620 \A1;135 \A1;450 \A1;250 \A1;120 \A1;5 \A1;30 \A1;100 100 \A1;30 \A1;120 \A1;5 Legend: Precast Concrete Panels Reinforced Concrete Concrete Masonry Unit Drawn by: Checked by: Rachel Darakji A-A A00 A-A A00 \A1;30 \A1;10 \A1;5 \A1;20 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 \A1;25 5 5 5 5 5 5 5 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 \A1;25 +2.30 FFL +2.20 FCL \A1;1200 \A1;250 \A1;30 \A1;100 100 \A1;30 \A1;10 \A1;5 \A1;20 ± 0.35 FFL ± 0.25 FCL \A1;370 Slab Limit A B 3 2 1 4 A B 3 2 1 \A1;First Floor Plan \S1#50; Structural System \A1; \S1#50; \A1;620 \A1;135 \A1;450 \A1;1200 Workshop Area \A1;270 +3.00 FFL +2.90 FCL \A1;130 80 \A1;310 Table of Contents A01 A02 A03 \A1;Ground Floor Plan \S1#50; Structural System \A1; \S1#50; Remarks: 4 \A1;620 \A1;135 \A1;450 Legend: Precast Concrete Panels Reinforced Concrete Concrete Masonry Unit A-A A00 A-A A00 \A1;30 \A1;10 \A1;5 \A1;20 +5.20 FFL +5.10 FCL \A1;1200 A B 3 2 1 \A1;First Floor Plan \S1#50; Structural System \A1; \S1#50; +6.00 FFL +5.90 FCL +6.00 FFL +5.90 FCL \A1;Roof Floor Plan \S1#50; Structural System \A1; \S1#50; +7.00 ± 0.00 Table of Contents A01 A02 A03 \A1;Ground Floor Plan \S1#50; Structural System \A1; \S1#50; Remarks: Legend: Precast Concrete Panels Reinforced Concrete Concrete Masonry Unit \A1;First Floor Plan \S1#50; Structural System \A1; \S1#50; \A1;Roof Floor Plan \S1#50; Structural System \A1; \S1#50; \A1;Roof Floor Plan \S1#50; Structural System \A1; \S1#50; Parking Kitchen Lounge Workshop Section aa 600 \A1;620 \A1;30 \A1;100 A04 Sections \A1; \S1#50; A05 A04 Sections \A1; \S1#50; A04 Sections \A1; \S1#50; A04 Sections \A1; \S1#50; Bedroom WC FCL +0.35 FFL +0.25 FCL +2.20 FFL +2.30 FCL +3.00 FFL +2.90 FCL +5.90 FFL +6.00 FCL +5.10 FFL +5.20 \A1;100 \A1;250 \A1;270 \A1;290 01 A07 02 A07 Section bb Section cc FCL +0.35 FFL +0.25 FCL +2.20 FFL +2.30 FCL +3.00 FFL +2.90 FCL +5.90 FFL +6.00 FCL +5.10 FFL +5.20 FCL +0.35 FFL +0.25 FCL +2.20 FFL +2.30 FCL +3.00 FFL +3.10 FCL +7.00 FCL +5.10 FFL +5.20 6T16/ml 6T14/ml 6T12/ml 5T12/ml 6T14/ml 6T20 6T14 T10 d8 Table of Contents A01 A02 A03 \A1;Ground Floor Plan \S1#50; Structural System \A1; \S1#50; Remarks: Legend: Precast Concrete Panels Reinforced Concrete Concrete Masonry Unit \A1;First Floor Plan \S1#50; Structural System \A1; \S1#50; \A1;Roof Floor Plan \S1#50; Structural System \A1; \S1#50; A04 Sections \A1; \S1#50; Table of Contents A01 A02 A03 \A1;Ground Floor Plan \S1#50; Structural System \A1; \S1#50; Remarks: Legend: Concrete Column \A1;First Floor Plan \S1#50; Structural System \A1; \S1#50; \A1;Roof Floor Plan \S1#50; Structural System \A1; \S1#50; A04 Sections \A1; \S1#50; Table of Contents A01 A02 A03 \A1;Ground Floor Plan \S1#50; Structural System \A1; \S1#50; Remarks: Legend: Precast Concrete Panels Reinforced Concrete Concrete Masonry Unit \A1;First Floor Plan \S1#50; Structural System \A1; \S1#50; \A1;Roof Floor Plan \S1#50; Structural System \A1; \S1#50; A04 Sections \A1; \S1#50; 03 A07 \A1;Stairs Detail \S1#20; A06 Elevation \A1; \S1#50; A07 Elevation \A1; \S1#50; A08 Details \A1; A09 3D Perspectives A10 Details \A1; A05 \A1;Stairs Detail \S1#20; A06 Elevation \A1; \S1#50; A07 Elevation \A1; \S1#50; A08 Details \A1; A09 3D Perspectives A10 Details \A1; A05 \A1;Stairs Detail \S1#20; A06 Elevation \A1; \S1#50; A07 Elevation \A1; \S1#50; A08 Details \A1; A09 3D Perspectives A10 Details \A1; A05 \A1;Stairs Detail \S1#20; A06 Elevation \A1; \S1#50; A07 Elevation \A1; \S1#50; A08 Details \A1; A09 3D Perspectives A10 Details \A1; A05 \A1;Stairs Detail \S1#20; A06 Elevation \A1; \S1#50; A07 Elevation \A1; \S1#50; A08 Details \A1; A09 3D Perspectives A10 Details \A1; A05 \A1;Stairs Detail \S1#20; A06 Elevation \A1; \S1#50; A07 Elevation \A1; \S1#50; A08 Details \A1; A09 3D Perspectives A10 Details \A1; A05 \A1;Stairs Detail \S1#20; A06 Elevation \A1; \S1#50; A07 Elevation \A1; \S1#50; A08 Details \A1; A09 3D Perspectives A10 Table of Contents A01 A02 A03 \A1;Ground Floor Plan \S1#50; Structural System \A1; \S1#50; A09 Remarks: Legend: Precast Concrete Panels Reinforced Concrete Concrete Masonry Unit \A1;First Floor Plan \S1#50; Structural System \A1; \S1#50; \A1;Roof Floor Plan \S1#50; Structural System \A1; \S1#50; A04 Sections \A1; \S1#50; Details \A1; A05 \A1;Stairs Detail \S1#20; A06 Elevation \A1; \S1#50; A07 Elevation \A1; \S1#50; A08 Details \A1; A09 3D Perspectives A10 Table of Contents A01 A02 A03 \A1;Ground Floor Plan \S1#50; Structural System \A1; \S1#50; Architect: Civil Engineer: Mechanical Engineer: Electrical Engineer: Remarks: Legend: Precast Concrete Panels Reinforced Concrete Concrete Masonry Unit \A1;First Floor Plan \S1#50; Structural System \A1; \S1#50; \A1;Roof Floor Plan \S1#50; Structural System \A1; \S1#50; A04 Sections \A1; \S1#50; Details \A1; A05 \A1;Stairs Detail \S1#20; A06 Elevation \A1; \S1#50; A07 Elevation \A1; \S1#50; A08 Details \A1; A09 3D Perspectives A10 Research A11 A B 4 3 2 1 01 A07 02 A07 03 A07 Parking Kitchen Lounge Workshop 600 \A1;620 \A1;30 \A1;100 Bedroom WC FCL +0.35 FFL +0.25 FCL +2.20 FFL +2.30 FCL +3.00 FFL +2.90 FCL +5.90 FFL +6.00 FCL +5.10 FFL +5.20 \A1;100 \A1;250 \A1;270 \A1;290 01 A07 02 A07 FCL +0.35 FFL +0.25 FCL +2.20 FFL +2.30 FCL +3.00 FFL +2.90 FCL +5.90 FFL +6.00 FCL +5.10 FFL +5.20 03 A07 Composite Concrete Support Panel 04 A07 04 A07 Cleansing Concrete Reinforced Concrete Footing Hollow Block Masonry Unit Dimensions in mm Unit Dimensions in mm Unit Dimensions in mm Unit Dimensions in mm \A1;600 300