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Genral arrangement of 2 floor building + RC floor system

Arash Nassirpour
Arash Nassirpour

1. The document provides notes on the structural design of a building including section dimensions, reinforcement details, and material properties. 2. Key details include shear studs welded to beam top flanges, duct sizes, floor slab thickness and reinforcement, and concrete grade and aggregate size. 3. Reinforcement spacing, bar sizes, and material strengths are specified for beams, columns, and slabs.

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Notes: 2 16 @ 250 c/c Stud welded to top flange 1) All sections are provided in Table 1 A B C D E F 30 2) All floor slab reinforcement details are provided in Table 2 3) Shear Stud welded to beam top flange: 80 8500 4300 6400 6600 6200 2 16 @ 250 c/c 4) Duct1: 1600x1200 (above ground floor) B1 B1 B1 B1 B1 5) Duct2: 1600x1200 (above ground floor) 1 C1 C1 C1 C1 C1 C1 H8 @ 350 c/c 6) Duct3: 1100x800 (whole building) 7) Lift Shaft: 2400x2100 G2, BR1 Reinforcement 8) Thickness of floor slab = 80 9) Cover of floor slab = 20 B1 G2 G2 G2 G2 G2 10) Concrete grade is C25 at 28 days 8800 11) Maximum Aggregate size is 20 mm B1 @spacing 2200 B1 B1 @spacing 2200 B1 @spacing 2200 B1 @spacing 2200 12) fy=275 MPa, fyk=300 MPa @spacing 2200 Section A-A Typical internal beam (B1) B1 B1 B1 B1 B1, BR1 (1:10) 2 C1 C1 C1 C1 C1 C1 250 All the dimensions are in Millimeters G1 G1 G3 G3 G3 80 6800 ct1 ct1 Du Du B1 @spacing 2267 B1 @spacing 2267 B1 @spacing 2267 G1 B1 B1 B1 3 ct B1 @spacing 2240 B1 C1 C1 C1 Du 2200 2200 3 G4 @spacing 2240 Lift G3, BR1 4400 BEAM B1 G3 B1 B1 2200 2200 Stairwell 4 C1 B1 C1 B1 C1 B1, BR1 C1 B1 C1 B1 L Site Plan Section B-B ( Section details provided in Table 1 ) (1:10) (1:200) Table 2 - Table 1 - 1 Reinforcement Details Ref. Spacing Length Location Ref. Member Section Details Section 1 H8 350 c/c 12000 Bottom B1 Joist UB 305x127x48 2 H8 350 c/c 12000 Bottom 14 350 c/c 3 H8 11000 Bottom 8800 350 c/c G1 Main Beam UB 610x305x149 4 H8 12000 Bottom 1 5 7 5 H8 350 c/c 12000 Bottom 6 H8 350 c/c 6500 Bottom G2 Main Beam UB 533x210x101 7 H8 350 c/c 9000 Bottom 8 H8 350 c/c 12000 Bottom G3 Main Beam UB 457x152x67 2 2 24 6 23 22 8 9 H8 350 c/c 6500 Bottom G4 Main Beam UB 457x191x133 10 H8 350 c/c 12000 Bottom 11 H8 350 c/c 9500 Bottom 3 13 9 12 H8 350 c/c 12000 Bottom C1 Column UC 254x254x73 6800 16 13 H8 350 c/c 4200 Bottom 17 18 25 14 H8 350 c/c 8500 Top BR1 Bracing PFC 300x100x54 19 20 4 10 15 H8 350 c/c 12000 Top 16 H8 350 c/c 7500 Top 3 15 11 17 H8 350 c/c 12000 Top Drawing Title: Technology Block Lift 21 18 H8 350 c/c 12000 Top General Arrangement / Floor System 4400 12 19 H8 350 c/c 7000 Top Stairwell 20 H8 350 c/c 12000 Top Group 5 21 H8 350 c/c 3000 Top 4 22 H8 350 c/c 3500 Top Scale : indicated under Date : 11 Dec. 2010 Floor Slab Plan 23 H8 350 c/c 7800 Top Drawn By: Checked By: Drg No. G5-GA-TB01 ( Reinforcement details provided in Table 2 ) 24 H8 350 c/c 3500 Top 25 H8 350 c/c 7000 Top Arash Ehsan Page Number: (1:200) Nassirpour Mehdizadeh 26

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Genral arrangement of 2 floor building + RC floor system

  • 1. Notes: 2 16 @ 250 c/c Stud welded to top flange 1) All sections are provided in Table 1 A B C D E F 30 2) All floor slab reinforcement details are provided in Table 2 3) Shear Stud welded to beam top flange: 80 8500 4300 6400 6600 6200 2 16 @ 250 c/c 4) Duct1: 1600x1200 (above ground floor) B1 B1 B1 B1 B1 5) Duct2: 1600x1200 (above ground floor) 1 C1 C1 C1 C1 C1 C1 H8 @ 350 c/c 6) Duct3: 1100x800 (whole building) 7) Lift Shaft: 2400x2100 G2, BR1 Reinforcement 8) Thickness of floor slab = 80 9) Cover of floor slab = 20 B1 G2 G2 G2 G2 G2 10) Concrete grade is C25 at 28 days 8800 11) Maximum Aggregate size is 20 mm B1 @spacing 2200 B1 B1 @spacing 2200 B1 @spacing 2200 B1 @spacing 2200 12) fy=275 MPa, fyk=300 MPa @spacing 2200 Section A-A Typical internal beam (B1) B1 B1 B1 B1 B1, BR1 (1:10) 2 C1 C1 C1 C1 C1 C1 250 All the dimensions are in Millimeters G1 G1 G3 G3 G3 80 6800 ct1 ct1 Du Du B1 @spacing 2267 B1 @spacing 2267 B1 @spacing 2267 G1 B1 B1 B1 3 ct B1 @spacing 2240 B1 C1 C1 C1 Du 2200 2200 3 G4 @spacing 2240 Lift G3, BR1 4400 BEAM B1 G3 B1 B1 2200 2200 Stairwell 4 C1 B1 C1 B1 C1 B1, BR1 C1 B1 C1 B1 L Site Plan Section B-B ( Section details provided in Table 1 ) (1:10) (1:200) Table 2 - Table 1 - 1 Reinforcement Details Ref. Spacing Length Location Ref. Member Section Details Section 1 H8 350 c/c 12000 Bottom B1 Joist UB 305x127x48 2 H8 350 c/c 12000 Bottom 14 350 c/c 3 H8 11000 Bottom 8800 350 c/c G1 Main Beam UB 610x305x149 4 H8 12000 Bottom 1 5 7 5 H8 350 c/c 12000 Bottom 6 H8 350 c/c 6500 Bottom G2 Main Beam UB 533x210x101 7 H8 350 c/c 9000 Bottom 8 H8 350 c/c 12000 Bottom G3 Main Beam UB 457x152x67 2 2 24 6 23 22 8 9 H8 350 c/c 6500 Bottom G4 Main Beam UB 457x191x133 10 H8 350 c/c 12000 Bottom 11 H8 350 c/c 9500 Bottom 3 13 9 12 H8 350 c/c 12000 Bottom C1 Column UC 254x254x73 6800 16 13 H8 350 c/c 4200 Bottom 17 18 25 14 H8 350 c/c 8500 Top BR1 Bracing PFC 300x100x54 19 20 4 10 15 H8 350 c/c 12000 Top 16 H8 350 c/c 7500 Top 3 15 11 17 H8 350 c/c 12000 Top Drawing Title: Technology Block Lift 21 18 H8 350 c/c 12000 Top General Arrangement / Floor System 4400 12 19 H8 350 c/c 7000 Top Stairwell 20 H8 350 c/c 12000 Top Group 5 21 H8 350 c/c 3000 Top 4 22 H8 350 c/c 3500 Top Scale : indicated under Date : 11 Dec. 2010 Floor Slab Plan 23 H8 350 c/c 7800 Top Drawn By: Checked By: Drg No. G5-GA-TB01 ( Reinforcement details provided in Table 2 ) 24 H8 350 c/c 3500 Top 25 H8 350 c/c 7000 Top Arash Ehsan Page Number: (1:200) Nassirpour Mehdizadeh 26