Four Apartamentosdetails DWG Section for AutoCAD

Four Apartamentosdetails DWG Section for AutoCAD

Worktop with structural details or reinforcement in the slab, beams, columns …. foundation plan, the section also includes / apartment / the structure

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

sec bb, sec aa, w.c., lobby, ent, r.c.c. water tank, p.c.c. sloping slab with w.p.course, plinth level, ground floor, r.c.c. canopy, murum filling, dry rubble packing, r.c.c. bed, loft, section a-a, typical floor plan, ground floor plan, schedule of doors:, type, size, description, t.w. paneled shutter, schedule of windows:, mid-landing, stairs, floor plan, roof plan, assumed axis for column x-x represent axis dividing depth of column y-y represent axis dividing width of column, drawing title:, d fmin, steel along bf, steel along lf, special confining rainforcement, special confining reinforcement, development length in tension shown on one side for clarity, r.c.c. footing, p.c.c., h shall be larger then hc and bc, h shall be larger then h’c and bc

Raw text data extracted from CAD file:

\A1;3150 \A1;1250 \A1;115 \A1;1250 \A1;2600 \A1;16495 \A1;1250 \A1;1250 \A1;2600 \A1;3150 \A1;16725 \A1;3400 \A1;3200 \A1;2400 \A1;3400 \A1;3200 \A1;600 \A1;600 \A1;600 \A1;2200 \A1;1250 \A1;3150 \A1;1250 \A1;1250 \A1;2600 \A1;2400 \A1;3400 \A1;3200 \A1;115 \A1;16725 \A1;3400 \A1;3200 \A1;1250 \A1;2600 \A1;16495 \A1;600 \A1;600 \A1;600 \A1;2200 \A1;3150 \A1;15600 \A1;15800 \A1;15600 \A1;15800 \A1;300 \A1;600 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;1900 \A1;1300 \A1;600 \A1;1200 \A1;900 \A1;750 \A1;750 \A1;750 \A1;750 \A1;1200 \A1;900 \A1;1200 \A1;900 \A1;1200 \A1;900 \A1;2672 \A1;3000 \A1;3000 \A1;3333.4 \A1;2000 \A1;1000 \A1;1800 \A1;4700 \A1;150 \A1;450 \A1;600 \A1;300 \A1;2300 \A1;2.6 \A1;2.5 \A1;3.15 \A1;3.4 \A1;3.2 \A1;2.4 \A1;2600 \A1;2500 \A1;3150 \A1;3400 \A1;3200 \A1;2400 \A1;2320 \A1;1150 \A1;1350 \A1;1080 \A1;2500 \A1;2200 \A1;1470 \A1;2080 \A1;1470 \A1;2600 \A1;2100 \A1;2000 \A1;2000 \A1;3540 \A1;2080 \A1;100 \A1;115 \A1;2500 \A1;2200 \A1;1470 \A1;2080 \A1;2600 \A1;2500 \A1;3150 \A1;3400 \A1;3200 \A1;2400 \A1;100 \A1;115 \A1;2100 \A1;2000 \A1;2700 \A1;1470 \A1;2600 \A1;4100 \A1;2900 \A1;1470 \A1;1260 \A1;2600 \A1;2500 \A1;3150 \A1;2500 \A1;2200 \A1;1470 \A1;2080 \A1;2700 \A1;2900 \A1;1470 \A1;1470 \A1;2600 \A1;2100 \A1;2000 \A1;115 \A1;4100 \A1;2600 \A1;2500 \A1;3150 \A1;2500 \A1;2200 \A1;1470 \A1;2080 \A1;115 \A1;2600 \A1;2500 \A1;3150 \A1;2600 \A1;2500 \A1;3150 \A1;115 \A1;115 \A1;2080 \A1;1680 \A1;4490 \A1;1680 \A1;3400 \A1;3200 \A1;2400 \A1;3200 \A1;3400 \A1;100 \A1;100 \A1;15600 \A1;15800 \A1;3400 \A1;3200 \A1;2400 \A1;3200 \A1;3400 \A1;3150 \A1;2500 \A1;2600 \A1;2600 \A1;2500 \A1;3150 \A1;3550 \A1;4700 \A1;4700 \A1;200 \A1;225 \A1;300 \A1;300 \A1;40 \A1;75 \A1;D fmin \A1;Df \A1;Lf \A1;Bf \A1;a \A1;b \A1;D \A1;d \A1; Bc <= 300mm \A1;hc<=300mm \A1;hc\H1.5x;>300mm Provide a cross tie \A1; Bc <= 300mm \A1;h'c<=300mm \A1; Bc > 300mm \A1;hc\H1.5x;>300mm Provide a cross tie \A1;h'c<=300mm \A1;10d (>=75mm) \A1;10d (>=75mm) \A1;10d (>=75mm) \A1; Bc <= 300mm \A1;d \A1;d 380 4700 4700 3550 2-#12 d6@150 2-#12 2-#12 2-16 2-#12 2-#12 d6@150 d6@150 2-#12 + 2-#12 2-#12 2-#12 + 2-#12 2-#12 + 2-#16 2-#12 1200 1200 C28 C22 C14 B13 B13 1470 1260 1500 1500 b b 380 200 2-#12 4#12 4#12 2#12 100 d6 2-legged stirrups@150c/c Sec bb d6@150 #8@250 1#12 2-#12 3#12 + 2#20 2-#12 3#12 + 2#20 1#12 #8@240 2#20 d6@150 3#20 1-12 #8@250 #8@250 380 1#12 2-#12 3#12 3#12 + 2#20 2-#12 C28 C22 C14 b b b b 3550 4700 4700 50 1000 1300 1200 1200 1800 200 3#20 4#12 3#12 2#12 100 d6 2-legged stirrups@150c/c Sec bb 2-#20 Sec bb Sec aa a a #8 at 150 c/c 2-#12 3#12 380 1500 1300 1400 1400 B13 B13 1#12 380 4700 4700 3550 2-#12 d6@150 1#16 1#16 1#16 1#10 d6@150 d6@150 2-#12 + 1#10 2-#12 2-#12 + 1#16 2-#12 + 1-#16 2-#12 1200 1200 C28 C22 C14 B13 B13 1300 1600 1700 1700 b b 380 200 2-#12 + 1#10 4#12 2#12 d6 2-legged stirrups@150c/c Sec bb Sec aa a a B13 1#10 2-#12 B14 B14 B14 2-#12 + 1#16 ROOF BEAM B14-B13 FLOOR BEAM B14-B13 PLINTH BEAM B14-B13 \A1;380 \A1;4700 \A1;4700 \A1;3550 \A1;d6@150 \A1;d6@150 \A1;1200 \A1;1500 \A1;1500 \A1;200 \A1;d6@150 \A1;#8@240 \A1;d6@150 \A1;#8@250 \A1;#8@250 \A1;4700 \A1;200 \A1;1500 \A1;1300 \A1;1400 \A1;1400 \A1;380 \A1;4700 \A1;4700 \A1;3550 \A1;d6@150 \A1;d6@150 \A1;1200 \A1;1200 \A1;1300 \A1;1600 \A1;1700 \A1;1700 \A1;200 \A1;d6@150 \A1;1200 \A1;1470 \A1;1260 \A1;380 \A1;100 \A1;#8@250 \A1;380 \A1;3550 \A1;4700 \A1;50 \A1;1000 \A1;1300 \A1;1200 \A1;1200 \A1;1800 \A1;100 \A1;380 \A1;d6@150 \A1;380 BEDROOM 3200 X\H1x; 3138 BALCONY 6625 X 1200 BATH 2150 X 1250 KITCHEN 3250 X 2275 LIVING ROOM 3000 X 4290 1200 X 950 W.C. BEDROOM 3200 X\H1x; 3138 BALCONY 6625 X 1200 BATH 2150 X 1250 KITCHEN 3250 X 2275 LIVING ROOM 3000 X 4290 1200 X 950 W.C. BEDROOM 3200 X\H1x; 3138 BALCONY 6625 X 1200 BATH 2150 X 1250 KITCHEN 3250 X 2275 LIVING ROOM 3000 X 4290 1200 X 950 W.C. BEDROOM 3200 X\H1x; 3138 BALCONY 6625 X 1200 BATH 2150 X 1250 KITCHEN 3250 X 2275 LIVING ROOM 3000 X 4290 1200 X 950 W.C. 5 1250 5 5 2600 16495 5 1250 5 2600 16725 3400 3200 2400 3400 3200 5 5 5 5 W2 W3 W2 W2 W3 W3 W3 W2 W1 W1 W1 W2 W3 W2 W2 W3 W3 W3 W2 W1 W1 W1 W1 W1 D D D D D3 D3 D1 D1 D3 D3 D1 D1 D3 D3 D1 D1 D3 D3 D1 D1 BEDROOM 3200 X\H1x; 3138 BALCONY 6625 X 1200 BATH 2150 X 1250 KITCHEN 3250 X 2275 LIVING ROOM 3000 X 4290 1200 X 950 W.C. BEDROOM 3200 X\H1x; 3138 BALCONY 6625 X 1200 BATH 2150 X 1250 KITCHEN 3250 X 2275 LIVING ROOM 3000 X 4290 1200 X 950 W.C. BEDROOM 3200 X\H1x; 3138 BALCONY 6625 X 1200 BATH 2150 X 1250 KITCHEN 3250 X 2275 LIVING ROOM 3000 X 4290 1200 X 950 W.C. BEDROOM 3200 X\H1x; 3138 BALCONY 6625 X 1200 BATH 2150 X 1250 KITCHEN 3250 X 2275 LIVING ROOM 3000 X 4290 1200 X 950 W.C. 5 1250 5 5 2600 16495 5 1250 5 2600 16725 3400 3200 2400 3400 3200 5 5 5 5 W2 W3 W2 W2 W3 W3 W3 W2 W1 W1 W1 W2 W3 W2 W2 W3 W3 W3 W2 W1 W1 W1 W1 W1 D D D D D3 D3 D1 D1 D3 D3 D1 D1 D3 D3 D1 D1 D3 D3 D1 D1 LOBBY LOBBY 15600 15800 15600 15800 ENT \A1;R.C.C. CANOPY ABOVE \A1;R.C.C. CANOPY ABOVE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2672 5 5 3333.4 2000 5 5 5 5 5 5 5 COL C23 C24 R.C.C. WATER TANK P.C.C. SLOPING SLAB WITH W.P.COURSE PLINTH LEVEL GROUND FLOOR R.C.C. CANOPY MURUM FILLING DRY RUBBLE PACKING R.C.C. BED 5 LOFT LOFT LOFT LOFT SECTION A-A TYPICAL FLOOR PLAN GROUND FLOOR PLAN SCHEDULE OF DOORS: TYPE SIZE DESCRIPTION D D1 D2 D3 1900 X 2400 900 X 2100 900 X 2000 800 X 1900 T.W. FRAME/ COMMERCIAL BLOCK BOARD WITH GLAZED FAN LIGHT T.W. FRAME/ COMMERCIAL BLOCK BOARD SHUTTER T.W. FRAME/ COMMERCIAL BLOCK BOARD SHUTTER T.W. PANELED SHUTTER SCHEDULE OF WINDOWS: TYPE SIZE DESCRIPTION W1 W2 W3 1800 X 1200 900 X 1200 450 X 600 ALUMINUM SLIDING GLAZED WINDOW (Three shutters) ALUMINUM SLIDING GLAZED WINDOW (Two shutters) ALUMINUM LOUVERED WINDOW (Three shutters) B1 B3 B20 B2a B2a B15 a B6 B7 B6 B4 B2 B8 B4 B19 B18 B17 B9 B9 B10 B11 B14 B13 B13 B13 B16 B16 B15 B15 B15 a B2 B4 B4 B15 B15 B16 B16 B16 a 2.6 2.5 3.15 3.4 3.2 2.4 13 19 21 27 14 22 28 23 24 15 16 8 7 42.3 (73.0) [25.3] 38.0 (63.3) [25.3] [38.7] (60.2) 30.1 30.5 (50.9) [28.6] 30.1 (60.2) [38.7] [21.5] (38.2) 22.9 [38.7] (60.2) 30.1 [42.3] (73.0) 25.3 16.4 (43.2) [34.3] 5.6 (46.5) [30.3] 5.9 (31.7) [31.5] 5.9 (23.7) [31.5] 46.3 (106.3) [48.1] 49.4 (103.1) [47.2] [50.9] (74.7) 37.7 [62.8] (110.6) 91.3 [35.6] (66.9) 75.3 103.8 (86.6) [50.9] 61.5 (102.2) [62.8] 32.7 (58.0) [35.6] 57.0 (57.7) 42.3 (73.0) [25.3] [45.8] (43.2) 21.9 [30.3] (43.3) 5.6 [31.5] (31.7) 5.9 19.3 (47.4) [41.1] 38.1 (54.3) [22.8] B1 B3 B20 B2a B2a B15 a B6 B7 B8 B4 B19 B18 B17 B9 B10 B11 B14 B13 B13 B16 B16 B15 B15 B15 a B2 B4 B4 B15 B15 B16 B16 B16 a 2600 2500 3150 3400 3200 2400 13 19 21 27 14 22 28 23 24 15 16 8 7 B2 B12 B5 5 5 1350 1080 2500 2200 1470 2080 1470 2600 2100 2000 2000 3540 2080 (9.6) 7.2 (9.6) 7.2 (9.6) 7.2 7.6 10.1 (10.1) 7.6 10.2 10.2 12.5 12.5 11.7 11.7 11.7 (9.45) 7.1 (9.45) 7.1 (10.1) 7.6 (11.95) 9.26 (11.95) 9.26 B15 20.3 [3.9] [3.9] 46.0 (11.95) 9.26 7.6 [3.9] 4.9 4.9 11.7 100 115 S1 S3 S3 S4 S2 S5 S3 S4 B16 a Mid-landing B1 B3 B20 B2a B2a B15 a B6 B7 B8 B4 B19 B18 B17 B9 B10 B11 B14 B13 B13 B16 B16 B15 B15 B15 a B2 B4 B4 B15 B15 B16 B16 B16 a 2600 2500 3150 3400 3200 2400 13 19 21 27 14 22 28 23 24 15 16 8 7 B2 2500 2200 1470 2080 1470 2600 2100 2000 2700 (9.6) 7.2 (9.6) 7.2 (9.6) 7.2 7.6 10.1 (12.15) 9.14 11.7 11.7 11.7 11.7 (9.45) 7.1 (9.45) 7.1 (9.11) 6.85 (11.95) 9.26 (11.95) 9.26 B15 20.3 [3.9] [3.9] 46.0 (11.95) 9.26 [3.9] 11.7 100 115 S1 S4 S4 S2 S5 S4 B16 a Mid-landing [3.9] [3.9] 4100 Stairs Stairs 2900 1470 1260 FLOOR PLAN \LROOF PLAN B1 B3 B20 B2a B2a B15 a B6 B7 B8 B4 B19 B18 B17 B9 B10 B11 B14 B13 B13 B16 B16 B15 B15 a B2 B4 B4 B15 B15 B16 B16 B16 a 2600 2500 3150 13 19 21 27 14 22 28 23 24 15 16 8 7 2500 2200 1470 2080 1470 2600 2100 2000 2700 B15 46.0 115 S1 S4 S4 S2 S5 S4 B16 a Mid-landing 4100 Stairs 2900 1470 B14 B1 B3 B2 B6 B9 B10 B11 B14 B13 B13 2600 2500 3150 13 11 5 1 6 2 2500 2200 1470 2080 115 S1 S4 S4 S2 S5 B14 B4 B1 B3 B2a B6 B7 B8 B4 B9 B10 B11 B14 B13 B13 2600 2500 3150 13 20 26 30 14 22 29 115 S1 S4 S4 S2 S5 B14 B1 B3 B2 B6 B9 B10 B11 B14 B13 B13 2600 2500 3150 18 12 10 4 9 3 115 S1 S4 S4 S2 S5 B14 B4 2080 1680 4490 1680 Notes: 1. Width of column = 200 mm 2. Width of internal wall = 100mm 3. Width of external wall = 200mm 4. Beam B19 is at mid-landing level. 5. Mid-landing slab supported by mid-landing beam. cantilevering from beam B19 6. Beam B20 is at floor level supporting the staircase and grill ROOF PLAN FLOOR PLAN 3400 3200 2400 3200 3400 100 100 15600 15800 NOTES: 1. For One -Way slab: a) Values without parenthesis represent equivalent UDL in kN/m transferred to beams. b) Values in rectangular parenthesis represent part of the UDL in kN/m transferred to beams. 2. For Two -Way slab: a) Values without parenthesis represent equivalent UDL in kN/m for shear transferred to beams. b) Values in circular parenthesis represent equivalent UDL in kN/m for bending moment transferred to beams. NOTES: 1. For One -Way slab: a) Values without parenthesis represent equivalent UDL in kN/m transferred to beams. b) Values in rectangular parenthesis represent part of the UDL in kN/m transferred to beams. 2. For Two -Way slab: a) Values without parenthesis represent equivalent UDL in kN/m for shear transferred to beams. b) Values in circular parenthesis represent equivalent UDL in kN/m for bending moment transferred to beams. NOTES: 1. Values without parenthesis represent load transferred by \fArial|b0|i1|c0|p34;roof\fArial|b0|i0|c0|p34; beams. 2. Values in circular parenthesis represent load transferred by \fArial|b0|i1|c0|p34;floor\fArial|b0|i0|c0|p34; beams. 3. Values in rectangular parenthesis represent load transferred by \fArial|b0|i1|c0|p34;plinth\fArial|b0|i0|c0|p34; beams. Assumed axis for column x-x represent axis dividing depth of column y-y represent axis dividing width of column \fArial|b1|i0|c0|p34;\LStructural Plan \LGROUP MEMBERS: 1. 2. 3. \LDrawing Title: \lPlan Showing Floor Slab End Shear Transferred to Beam \LGROUP MEMBERS: 1. 2. 3. Drawing Title: \LGROUP MEMBERS: 1. 2. 3. \LDrawing Title: \lPlan Showing Floor Slab End Shear Transferred to Beam \LGROUP MEMBERS: 1. 2. 3. \LDrawing Title: \T1.35;\LGROUP MEMBERS: 1. 2. 3. \T1.25;\LDrawing Title: 1 2 4 3 5 11 13 19 21 27 28 6 7 8 9 10 12 14 15 16 17 18 20 22 23 24 25 26 29 30 3400 3200 2400 3200 3400 3150 2500 2600 2600 2500 3150 3550 4700 4700 200 225 300 300 40 75 D fmin Df Lf Bf a b D Steel along Bf Steel along Lf Lo Lo Lo Lo Ld Lo Lo Lo Ld \W5.66509; Special Confining \W7.32322; Rainforcement Special Confining Rainforcement Special Confining Rainforcement Special Confining Rainforcement \W5.66509; Special Confining \W7.32090; Reinforcement Special Confining Reinforcement Special Confining Reinforcement Special Confining Reinforcement Development length in tension Shown on one side for clarity Special Confining Reinforcement Special Confining Reinforcement \W3.14997; Rings @ half column \W0.38950; width c/c or 150 mm c/c \W4.39532; whichever is lesser Development length in tension Shown on one side for clarity 50% of column bars shall be lapped at one floor & other 50% of bars at next floor mid height Tie Beam to be provided on top of footing when depth depth of foundation is about 3 meter or in soft soil \W3.14997; Rings @ half column \W0.38950; width c/c or 150 mm c/c \W4.39532; whichever is lesser Special Confining Rein. >300mm R.C.C. Footing P.C.C. \W9.67555; Floor Beam \W9.67555; Floor Beam \W9.25695; Plinth Beam \W7.96394; FL \W7.96394; FL \W7.96394; FL d Bc <= 300mm hc<=300mm hc\H1.5x;>300mm Provide a cross tie Bc <= 300mm h'c<=300mm Bc > 300mm hc\H1.5x;>300mm Provide a cross tie h'c<=300mm 10d (>=75mm) 10d (>=75mm) 10d (>=75mm) Bc <= 300mm d a b b a Cross Tie Bc >300mm h shall be larger then hc and bc h shall be larger then h'c and bc h shall be larger then h'c and bc d (a) Single hoop (a) Single hoop with cross tie (a) Overlapping hoop with a cross tie \A1; Notes : \W3.47423; 1) Diameter spacing of lateral ties shall be \U+03C66 mm at 190mm c/c \W3.65464; 2) N1-D1 + N2-D2 This nomenclature has the following meaning : \W7.57732; N1-D1 Represent total no. of bars in first and last row \W7.57732; N2-D2 Represent total no. of bars between first and last row \W7.54639; e.g. 6#16 + 4#12 means three No of 16 mm diameter bars in first row and \W7.67010; three No. of 16mm in last row, and two No of 12mm in second row and \W7.67010; third row equispaced. Thus, total No of rows = 4 \W8.05618; If N2 = 2 then total No of rows = 3 \W8.05618; If N2 = 0 then total No of rows = 2 Notes: 1. Grade of concrete M20 Grade of Steel Fe415 denoted by # Grade of Steel Fe250 denoted by \U+03C6 2. Environmental Exposure Condition : Mild Nominal Cover for Column 40mm 3. Fire rating considered is for 1 hour maximum. 4. Do not scale the drawing. \W5.76400; Detail of Transervese Rainfocement in Column \W4.75271; Detail Detailing of Column \W8.26966; General footing detail \W8.12360; Plan of Foundation \T1.35;\LGROUP MEMBERS: 1. 2. 3. \T1.25;\LDrawing Title: \LGROUP MEMBERS: 1. 2. 3. \LDrawing Title:

Language	English
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, beams, casa, chalet, columns, details, dwelling unit, DWG, FOUNDATION, haus, house, logement, maison, plan, reinforcement, residên, residence, section, slab, structural, unidade de moradia, villa, wohnung, wohnung einheit