Torre Departments In Nepal DWG Section for AutoCAD

Torre Departments In Nepal DWG Section for AutoCAD

Plants – sections – facades – dimensions – designations

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

mr., acad by:, building type:, plot no:, date:, details:, owner:, area:, kmc registration no:, checked by:, navaraj joshi, scale:, location plan ,schedule, location:, residential, signature:, for official use only, not to scale, nos., type, s.no., size, remarks, window, door, vent., drawn by:, elevations, actual site area, permisible coverage, permisible area, actual coverage, ground floor area, first floor area, second floor area, third floor afea, fourth floor area, total area, basement floor area, area schedule, terrace, open terrace, registration no:, yogendra shrestha, owner:-, plot no., location:lamatar, sqm., floor lvl., parapet wall, same as sill band, lintel band, sill band, section b-b, section a-a, shape of ties for column, plinth lev., ground level, beam, slab section at a-a, beam-column joint, typical bar detail at corner, spare rod, rod of beam, secondary beam, main beam, sectional plan of lintel band, mid, column bars, gr. floor, end, lateral ties, type, grid, column chart, column size, s. no., footing depth, x-direction, y-direction, footing chart, reinforcement detail for middle strip with bent up bar, cantilever slab contineous over a support, slab cantilevering from the top of beam, reinforcement detail for drop slab with bent up bar, ldt, general notes, for all members, in tension, for column only, site conditions., top floor beam, first floor beam, lap zone, end stirrups, mid stirrups, zone of bottom bar splicing, zone of bottom bar splicing, end ties, mid ties, in compression., drawings.discrepancies, if any, shall be reported to the site engineer., bar or tmt bar shall not be used, of beam., one layer flat brick soling, ground floor beam, gl., end ties to be continued into the footing., depth as the slab or wall., through concrete slab or wall shall be filled and patched to the same, in the end of the longitudinal bars., truly horizontal., one layer flat brick soling, footing, beam, column, slab, staircase, lintel, details, mr. amrit man rajthala, laterl tie, lonitudinal bar, ground floor plan , second floor plan, site plan, as shown in dwg.

Raw text data extracted from CAD file:

MR. Acad By: Building type: Plot no: Date: Details: Owner: Area: Plans , Site plan , Section & Elevation KMC Registration no: Checked By: 1" = 8' Navaraj Joshi Scale: Location Plan ,Schedule 1171 Location: Residential Signature: FOR OFFICIAL USE ONLY A 60.00000000000023 59.99999999999908 \LGROUND FLOOR PLAN \LFIRST FLOOR PLAN \LSECOND FLOOR PLAN \LROOF PLAN \LWEST ELEVATION \LEAST ELEVATION \LSOUTH ELEVATION \LSECTION AT A-A \LNORTH ELEVATION \LLOCATION PLAN NOT TO SCALE \LSITE PLAN Nos. \LOPENING SCHEDULE W1 W2 W3 7 8 6 5 6'-0"x5'-0" 4'-0"x5'-0" 3'-0"x5'-0" 2 7 3 D2 W D1 D Type S.No. 2 3 4 1 Size 8'-0"x5'-0" 3'-0"x7'-0" 2'-6"x7'-0" 4'-0"x7'-0" 9 3 4 2 Remarks 3'-6"x7'-0" 2 7'-0"x5'-0" 5 9 10 W4 DW 8'-6"x7'-0" 1 11 2'-6"x5'-0" 3 W5 DW1 6'-6"x7'-0" 1 12 13 14 3'-6"x20'-0" 1 V 3'-0"x2'-0" 3 V1 WINDOW WINDOW WINDOW DOOR WINDOW DOOR DOOR DOOR WINDOW DOOR+WIN WINDOW VENT. VENT. DOOR+WIN D A A A up FOR OFFICIAL USE ONLY MR. Drawn By: Building type: Plot no: Details: Owner: Area: Plans , Site plan , Section , Location & KMC Registration no: Checked By: 1" = 8' Navaraj Joshi Scale: Elevations _ 1171 _ Location: Residential _ Signature: Date: FOR OFFICIAL USE ONLY MR. Drawn By: Building type: Plot no: Details: Owner: Area: KMC Registration no: Checked By: 1" = 8' Navaraj Joshi Scale: Elevations _ 1171 _ Location: Residential _ Signature: Date: 48.0 59.99999999999909 N \LPROPOSED RESIDENTIAL BUILDING FOR MR. NAVARAJ JOSHI \H0.6667x;AT DHAPASI, KATHMANDU, NEPAL \LARCHITECT:- K. GYAWALI \LDATE:- JULY, 2003 1 \LAREA:- \LPLOT NO:- \LACAD BY:- NAVARAJ JOSHI \LSCALE:- 1/8"= 1'-0" FOR OFFICIAL USE ONLY MR. Drawn By: Building type: Plot no: Details: Owner: Area: Plans , Site plan , Section , Location & KMC Registration no: Checked By: 1" = 8' Navaraj Joshi Scale: Elevations _ 1171 _ Location: Residential _ Signature: Date: FOR OFFICIAL USE ONLY MR. Drawn By: Building type: Plot no: Details: Owner: Area: KMC Registration no: Checked By: 1" = 8' Navaraj Joshi Scale: Elevations _ 1171 _ Location: Residential _ Signature: Date: \LFIRST & SECOND FLOOR PLAN \LTHIRD FLOOR PLAN \LTOP FLOOR PLAN ACTUAL SITE AREA PERMISIBLE COVERAGE PERMISIBLE AREA ACTUAL COVERAGE GROUND FLOOR AREA FIRST FLOOR AREA SECOND FLOOR AREA THIRD FLOOR AFEA FOURTH FLOOR AREA TOTAL AREA 962.57 673.80 2887.71 69.97% 673.50 770.50 770.50 595.00 238.00 3721.00 BASEMENT FLOOR AREA 673.50 AREA SCHEDULE \A2;4'-0" \A2;5'-0" \A2;5'-0" \A2;5'-0" N N A MR. Acad By: Building type: Plot no: Details: Owner: Area: Plans , Site plan , Section , Location & KMC Registration no: Checked By: 1" = 8' Navaraj Joshi Scale: Elevations _ 1171 _ Location: Residential _ Signature: FOR OFFICIAL USE ONLY Date: Terrace ( NOT TO SCALE) \LLOCATION PLAN \LGROUND FLOOR PLAN \LEAST ELEVATION \LFIRST FLOOR PLAN OPEN TERRACE \A1;B \A1;L \A1;3'' \A1;3'' \A1;1' \A1;1'-6'' \A1;3'-0'' \A1;6'-0'' \A1;L \A1;B \A1;L \A1;12" \A1;2" \A1;3" \A1;9" \A1;3" \A1;3'-0" \A1;6'-0" \A1;1'-9" \A1;B \A1;12" \A1;3" \A1;7" \A1;4" \A1;3" \A1;1" \A1;1" \A1;0'-10" \A1;1' \A1;1'-0" \A1;10d \A1;1'-0'' \A1;1' \A1;1'' \A1;1'-6'' \A1;2'-0'' \A1;3'' \A1;1'-0'' \A1;1'-0'' \A1;3'' \A1;2'-6'' \A1;2'-6'' \A1;1'-6'' \A1;1' \A1;1'-0'' \A1;1'-0'' \A1;1'-6" \A1;1'-0'' \A1;3'' \A1;3'' \A1;3" \A1;2'-0" \A1;1'-0'' \A1;2'-6'' \A1;2'-6" \A1;1'-6'' \A1;1'-0" \A1;13'-0'' \A1;4'-0" \A1;4'-0" \A1;13'-6'' \A1;4'-0'' \A1;4'-0'' \A1;5'' \A1;9'' \A1;1'' \A1;7'' \A1;1'' \A1;1'-2'' \A1;9'' \A1;5'' \A1;1'' \A1;11'' \A1;2'' \A1;4'-0'' \A1;4'-0'' \A1;14'-6'' \A1;3'-6'' \A1;13'-0'' \A1;3'-6'' \A1;1'-2'' \A1;4'-0'' \A1;13'-0'' \A1;3'-6'' \A1;4'-0'' \A1;3'-6'' \A1;1'-0" \A1;1'-0" \A1;4'-0'' \A1;4'-0'' \A1;3'-6'' \A1;3'-6'' \A1;4'-0'' \A1;14'-6'' \A1;3'-6'' \A1;4'-0'' \A1;3'-6'' \A1;1'-0" \A1;9'' \A1;1'' \A1;7'' \A1;1'' \A1;1'-2'' \A1;9'' \A1;5'' \A1;1'' \A1;11'' \A1;2'' \A1;2" Max. \A1;5'-0" \A1;60Xd \A1;2'-0" \A1;2'-0" \A1;60Xd \A1;60Xd \A1;12" \A1;6" 10mm d 5"c/c 10mm d 5"c/c \A1;2'-3'' \A1;7.68'' \A1;11'' \A1;1'-0'' \A1;1'-0'' FOR OFFICIAL USE ONLY Drawn By: Building type: Area: Plans , Site plan , Section , Location & Registration no: Checked By: 1" = 8' Scale: Elevations Residential Signature: Date: YOGENDRA SHRESTHA OWNER:- Plot No. Details; 2072/9/10 MR. Location:LAMATAR 797 Sqm. \A2;6" \A2;6" \A2;3" \A2;6" \A2;2" \A2;5" \A1;3" \A1;6" \A1;0'-9" \A1;0'-9" \A1;0'-3" \A1;0'-8" FLOOR LVL. \LSILL, LINTEL AND PARAPET BAND DETAILS 2-10 d 1 L-8d @ 150 C/C SILL BAND (1:2:4) LINTEL BAND (1:2:4) PARAPET WALL 8d @ 8" C/C 2-10 d 1 L-8d @ 150 C/C 13990.70557225822 13990.70557225822 SAME AS SILL BAND 8d @ 8" C/C ELEVATION OF WALL WITH LINTEL & SILL BAND \LSECTION AT D-D LINTEL BAND SILL BAND A A B B C C D D 13990.70557225822 13990.70557225822 13990.70557225822 13990.70557225822 SECTION B-B SECTION A-A 2-10d BAR 8 d bars @ 7"c/c 4-12d BAR 8 d bars @ 7"c/c \A2;0.2 L2 \A2;0.3 L1 \A2;0.3 L2 \A2;0.3 L2 \A2;0.2 L2 \A2;L1 \A2;0.15 L1 \A2;0.2 L2 \A2;0.15 L1 \A2;0.2 L1 \A2;d \A2;d \A2;L1 \A2;L2 \A2;L3 \A2;0.15 L1 \A2;0.2 L1 \A2;0.2 L2 \A2;0.2 L2 \A2;L3 \A2;L3 \A2;0.3 L2 \A2;d \A2;d \A2;d \A2;h \A2;Z \A2;End stirrups \A2;Mid stirrups \A2;End stirrups \A2;60d \A2;50d \A2;60d \A2;50d \A2;50d \A2;D' \A2;D \A2;D' \A2;D \A2;H/4 \A2;Lap Zone \A2;Z \A2;50d \A2;. \A2;End stirrups \A2;Mid stirrups \A2;End stirrups \A2;. \A2;2Z \A2;. \A2;h \A2;0.25L \A2;0.25L \A2;3L/8 \A2;3L/8 \A2;L/4 \A2;50d \A2;2Z \A2;End stirrups \A2;Z \A2;60d \A2;60d \A2;Mid stirrups \A2;End stirrups \A2;H-2h \A2;H \A2;L \A2;H/4 \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;13' \A2;13'-6" \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;13'-6" \A2;13' \A2;13'-6" \A2;13' \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;13' \A2;13'-6" \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A1;2'-6" \A1;1'-6" \A1;4" \A1;L \A1;L \A1;11'-10" \A1;D \A1;B \A1;B \A1;1.5" \A1;135° \A1;3'-9" \A1;60' \A1;41'-9" \A1;10' \A1;51'-2" \A1;36'-6" \A1;46'-1" \A1;61'-2" \A1;37'-3" \A1;48'-1" \A1;44'-8" \A1;13' \A1;56' \A1;27'-6" \A1;56' \A1;27'-6" \A1;20' \A1;34'-11" \A1;14'-11" \A1;7'-4" \A1;7'-3" \A1;14'-1" \A1;84'-10" \A1;64'-4" \A1;10' \A1;39'-7" \A1;33'-2" \A1;10' \A1;6' 5 5 5 5 5 5 5 5 5 5 5 \LBUILDUP AREA 1519.63 SQ. FT. 5 13' ROAD 5 5 5 330.0 5 5 5 5 5 5 5 5 5 5 398.1679160562253 10' 6' \Lseptic tank \LBUILDUP AREA 1519.63 SQ. FT. \Lseptic tank \LWAY TO LUBHOO \LWAY TO LAMATAR \LWAY TO BHAKTAPUR \A2;1' \A2;3'-3" \A2;7' \A2;3'-3" \A2;1' \A2;4' \A2;2' \A2;5' \A2;5' \A2;2' \A2;4' \A2;1' \A2;3'-3" \A2;7' \A2;3'-3" \A2;1' \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;56' \A2;3' \A2;1' \A2;2'-6" \A2;7' \A2;2'-6" \A2;1' \A2;3' \A2;7' \A2;13'-6" \A2;13' \A2;1' \A2;1'-6" \A2;27'-6" \A2;1' \A2;1' \A2;2'-6" \A2;7' \A2;2'-6" \A2;1' \A2;3' \A2;7' \A2;13'-6" \A2;13' \A2;1' \A2;1'-6" \A2;27'-6" \A2;1' \A2;1' \A2;13'-6" \A2;1' \A2;8'-7" \A2;3'-5" \A2;1' \A2;12' \A2;1' \A2;13'-6" \A2;1' \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;56' \T0.75000;D1 \T0.75000;D1 \T0.75000;D1 \T0.75000;MD \T0.75000;MD \T0.75000;MD \T0.75000;MD \T0.75000;D2 \T0.75000;D2 \T0.75000;D1 \T0.75000;y \T0.75000;y \T0.75000;X \T0.75000;X \T0.75000;UP \T0.75000;UP \T0.75000;D1 \Lbed room \l14'X12'3" \Lbed room \l14'X13' \Lkitchen \l14'X13' \Lt/b \l3'6"X8'6" \Lt/b \l3'6"X7'3" \Lliving room \l12'3"X12'3" \Lliving room \l12'X16'9" \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W1 \T0.75000;W1 \T0.75000;W2 \T0.75000;W2 \T0.75000;W2 5 5 5 5 5 5 5 5 60.0 24.0 47.84296358143911 12.0 39.00000000034925 84.0 39.00000000034925 12.0 174.0 156.0 156.0 174.0000000006985 672.0000000006985 5 5 29.99999999999977 84.0 30.0 12.0 36.0 84.00000000000011 162.0000000000001 155.9999999999998 5 5 5 12.0 5 30.0 84.0 30.0 12.0 36.0 84.0 162.0 156.0 5 5 5 12.0 12.0 161.9999999998836 12.00000000011642 103.0 40.99999999988358 12.0 144.0 12.0 162.0000000001164 12.00000000058208 173.9999999998836 156.0 156.0 174.0 672.0 \Lbed room \l14'X12'3" \T0.75000;D1 \A2;1' \A2;3'-3" \A2;7' \A2;3'-3" \A2;1' \A2;3' \A2;3' \A2;5' \A2;5' \A2;3' \A2;3' \A2;1' \A2;3'-3" \A2;7' \A2;3'-3" \A2;1' \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;56' \A2;3' \A2;1' \A2;2'-6" \A2;7' \A2;2'-6" \A2;1' \A2;3' \A2;7' \A2;13'-6" \A2;13' \A2;1' \A2;1'-6" \A2;30'-6" \A2;1' \A2;1' \A2;13'-6" \A2;1' \A2;8'-7" \A2;3'-5" \A2;1' \A2;12' \A2;1' \A2;13'-6" \A2;1' \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;62' \A2;3' \A2;3' \A2;3' \A2;1' \A2;2'-6" \A2;7' \A2;2'-6" \A2;1' \A2;3' \A2;7' \A2;13'-6" \A2;13' \A2;1' \A2;1'-6" \A2;30'-6" \A2;1' \A2;3' \T0.75000;D1 \T0.75000;D1 \T0.75000;D1 \T0.75000;D2 \T0.75000;D2 \T0.75000;D1 \T0.75000;UP \T0.75000;UP \T0.75000;D1 \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W1 \T0.75000;W1 \T0.75000;W2 \T0.75000;W2 \T0.75000;W2 5 5 5 5 5 5 5 5 60.0 35.84296358143911 36.0 12.0 39.00000000034925 84.0 39.00000000034925 12.0 174.0 156.0 156.0 174.0000000006985 672.0000000006985 5 5 30.0 84.0 30.0 12.0 36.0 84.0 161.9999999999999 156.0 5 5 5 12.0 12.0 161.9999999998836 12.00000000011642 103.0 40.99999999988358 12.0 144.0 12.0 162.0000000001164 12.00000000058208 173.9999999998836 156.0 156.0 174.0 744.0000000005821 36.0 \T0.75000;W \T0.75000;D1 \T0.75000;D1 5 5 5 30.0 84.0 30.0 12.0 36.0 84.0 162.0 156.0 5 5 5 12.0 5 \Lt/b \l3'6"X8'6" \Lt/b \l3'6"X7'3" \Lbed room \l14'X15'3" \Lbed room \l14'X13' \Lliving room \l12'3"X12'3" \Lliving room \l12'X16'9" \Lbed room \l14'X15'3" \Lbed room \l14'X13' \T0.75000;D1 \A2;1' \A2;3'-3" \A2;7' \A2;3'-3" \A2;1' \A2;3' \A2;3' \A2;5' \A2;5' \A2;3' \A2;3' \A2;1' \A2;3'-3" \A2;7' \A2;3'-3" \A2;1' \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;56' \A2;3' \A2;1' \A2;2'-6" \A2;7' \A2;2'-6" \A2;1' \A2;3' \A2;10'-6" \A2;13'-6" \A2;13' \A2;30'-6" \A2;17'-6" \A2;1' \A2;8'-7" \A2;3'-5" \A2;1' \A2;12' \A2;1' \A2;17'-6" \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;62' \A2;3' \A2;3' \A2;1' \A2;2'-6" \A2;7' \A2;2'-6" \A2;1' \A2;3' \A2;10'-6" \A2;13'-6" \A2;13' \A2;30'-6" \A2;3' \T0.75000;D1 \T0.75000;D1 \T0.75000;D1 \T0.75000;D1 \T0.75000;D2 \T0.75000;D2 \T0.75000;UP \T0.75000;UP \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W1 \T0.75000;W1 \T0.75000;W2 \T0.75000;W2 \T0.75000;W2 5 5 5 5 5 5 5 5 60.0 35.84296358143911 36.0 12.0 39.00000000034925 84.0 39.00000000034925 12.0 174.0 156.0 156.0 174.0000000006985 672.0000000006985 5 5 30.0 84.0 30.0 12.0 36.0 125.9999999996508 162.0 156.0 5 209.9999999998836 12.00000000011642 103.0 40.99999999988358 12.0 144.0 12.0 210.0000000008149 173.9999999998836 156.0 156.0 174.0 744.0000000006985 \T0.75000;W \T0.75000;D1 \T0.75000;D1 5 5 5 30.0 84.0 30.0 12.0 36.0 126.0 162.0 156.0 5 5 \Lt/b \l3'6"X8'6" \Lt/b \l3'6"X7'3" \Lbed room \l14'X12'3" \Lliving room \l12'3"X12'3" \Lliving room \l12'X16'9" \Lbed room \l14'X12'3" \A2;2' \A2;4'-6" \A2;9' \A2;13'-6" \A2;3' \A2;32' \A2;2' \A2;9' \A2;9' \A2;9' \A2;3' \A2;32' \A2;6' \A2;6' \A2;5' \A2;5' \A2;5' \A2;10" \A2;10" \A2;10" \A2;2' \A2;4'-6" \A2;9' \A2;13'-6" \A2;3' \A2;32' \A2;2' \A2;9' \A2;9' \A2;9' \A2;3' \A2;32' \A2;6' \A2;6' \A2;5' \A2;5' \A2;5' \A2;10" \A2;10" \A2;10" \A2;7.68" \A2;11" \A2;35.0° \A2;1' \A2;1' \A2;1' \A2;3'-3" \A2;7' \A2;3'-3" \A2;1' \A2;3' \A2;3' \A2;5' \A2;5' \A2;3' \A2;3' \A2;1' \A2;3'-3" \A2;7' \A2;3'-3" \A2;1' \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;56' \A2;3' \A2;1' \A2;2'-6" \A2;7' \A2;2'-6" \A2;1' \A2;3' \A2;7' \A2;13'-6" \A2;13' \A2;1' \A2;1'-6" \A2;30'-6" \A2;1' \A2;1' \A2;13'-6" \A2;1' \A2;8'-7" \A2;3'-5" \A2;1' \A2;12' \A2;1' \A2;13'-6" \A2;1' \A2;14'-6" \A2;13' \A2;13' \A2;14'-6" \A2;62' \A2;3' \A2;3' \A2;3' \A2;1' \A2;2'-6" \A2;7' \A2;2'-6" \A2;1' \A2;3' \A2;7' \A2;13'-6" \A2;13' \A2;1' \A2;1'-6" \A2;30'-6" \A2;1' \A2;3' SCALE:1"=8'-0" \LTRENCH PLAN & COLUMNLAYOUT PLAN A A B C D E 3 1 2 3 B \LTYPICAL FOOTING PLAN Y SCALE:1"=2'-0" Y L 3'' 3'' 1' 1'-6'' 3'-0'' 6'-0'' \L SECTION AT Y-Y 3 nos 12 mm d SCALE:1"=4'-0" 3"P.C.C(1:2:3) 1- layer 8d tie-stirrups @4"c/c 2' PLINTH LEV. 4 nos 12 mm d 8 mm d @ 4" c/c 6 nos 12 mm d 0'0" GROUND LEV. 8 mm d @ 4" c/c 6-12nosd 1 Layer flat brick soling 2 nos 12 mm d 4 nos 12 mm d L z z B L SCALE:1"=4'-0" \LTYPICAL FOOTING PLAN 12" 6 nos 12 mm d 8 mm d @4" c/c 1- layer 8d stirrups @4"c/c 8 mm d @ 4" c/c 6 nos 12 mm d 1 Layer flat brick soling 3"P.C.C(1:2:3) 2'-0"PLINTH LEV. 4 nos 12 mm d 5 0'0" GROUND LEV. 3 nos 12 mm d 3" 9" 3" \L SECTION AT Z-Z 3'-0" 6'-0" 1'-9" B 12" 4-16d +4-12d (C1/C2) 3" 7" SCALE:1"=1'-0" \LCHAIR DETAIL 4" 3" 4-16d 1" 1" 0'-10" 1' 1'-0" 8mm d @ 4" c/c COLUMN -C2 4-16d 4-12d SHAPE OF TIES FOR COLUMN 10d SCALE:1"=2'-0" \LTIE BEAM SECTION 1'-0'' 6 NOS 12 d 8mm d @ 4" c/c \A1;TIE BEAM PLINTH LEV. 1' 1'' 1'-6'' 2'-0'' 3'' 1'-0'' 1'-0'' SCALE:1"=2'-0" 3'' 2'-6'' 2'-6'' \L SECTION OF WALL FOOTING 1 Layer flat brick soling 1'-6'' 1' \A1;3"P.C.C(1:2:4) \A1;TIE BEAM PLINTH LEV. 1'-0'' 1'-0'' 6 nos 12 mm d 8 mm d @ 4" c/c 1'-6" 1'-0'' \A1;3"P.C.C(1:2:4) \A1;1 Layer flat brick soling 3'' 3'' 3" 2'-0" 1'-0'' 2'-6'' SCALE:1"=2'-0" \L SECTION OF WALL FOOTING 2'-6" 1'-6'' 1'-0" GROUND LEVEL SCALE: H : 1"=2'-0" & V : 1"= 1'-0" 13'-0'' 8mm d 6"c/c Beam 4'-0" 4'-0" 8mm d 6"c/c 13'-6'' 8mm d 6"c/c Beam 4'-0'' 4'-0'' 8mm d 6"c/c 8mm d 6"c/c 5'' SLAB SECTION AT A-A Beam 8mmd Vertical stirrups @ 4" c/c 2-16mmdT bars 2-16mmd T bars 9'' 1'' 7'' 1'' 1'-2'' 9'' 5'' 1'' 11'' 2'' \LDETAIL AT 1-1 SCALE:1"=1'-0" 4'-0'' 2 -16 d th+ 1-12d ext 4'-0'' 14'-6'' 3'-6'' 13'-0'' 3'-6'' 1'-2'' 4'-0'' 13'-0'' 3'-6'' 4'-0'' 3'-6'' 8mm d @ 4" c/c 8mm d @4" c/c 5 5 2 -16 th d + 1-16d ext 8mm d @ 4" c/c 4'-0'' 4'-0'' 3'-6'' 3'-6'' 4'-0'' 14'-6'' 3'-6'' 4'-0'' 3'-6'' 8mm d @ 4" c/c 5 9'' 1'' 7'' 1'' 1'-2'' 9'' 5'' 1'' 11'' 2'' 2 -16mmd+ 1-12mmdT bars \LDETAIL AT 2-2 SCALE:1"=1'-0" 8mmd Vertical stirrups @ 6" c/c 2-16mmdTbars+1-16mmdT bars \A1;Ld+10\U+2205 2" Max. BEAM-COLUMN JOINT TYPICAL BAR DETAIL AT CORNER B 5'-0" 60Xd A \LVERTICAL SECTION OF COLUMN 2'-0" 2'-0" SCALE:1"=2'-0" 8 mm d @ 4" C/C 60Xd \LDETAIL AT A \LDETAIL AT B 8 mm d @ 3" C/C 60Xd 45 degree Spare Rod Rod of Beam SCALE:1"=1'-0" \LPOINT LOAD CONNECTION Secondary Beam Main Beam E SCALE:1"=4'-0" \LSECTION AT E-E 8mm d stirrups @ 4" 8mm d stirrups @ 4" 12" E 5 N 8 mm d @ 5" C/C 2 nos 10 mm d SCALE:1"=4'-0" SECTIONAL PLAN OF LINTEL BAND 2 nos 10 mm d A B C D E A B C D E 3 2 1 1 2 3 SCALE:1"=8'-0" \LSLAB REINFORCEMENT PLAN 8mm d 6"c/c 8mm d 6"c/c \T0.75000;UP \T0.75000;W2 \LSTAIRCASE PLAN 2'-3'' 12mm d bar -4"c/c (main bar) 10mm d bar -4"c/c (distribution bar) \LSTAIRCASE DETAILS AT A-A 1 4 3 2 12mm d nosing bar 6 5 7.68'' 11'' 12mm d nosing bar 8mm d stirrups( nosing stand)@5"c/c \LDETAIL AT X SCALE:1"=2'-0" 16 2-16mmdT bars +1-12mm dTbars 1'-0'' 15 7mmd Vertical stirrups @ 5" c/c 14 13 12mm d bar -4"c/c (main bar) 12mm d nosing bar 1'-0'' 12 10mm d bar -4"c/c (distribution bar) SCALE:1"=2'-0" \LSTAIRCASE DETAILS AT B-B \T0.75000;D1 \T0.75000;A \T0.75000;A X 8d@6"c/c MID 8d@4"c/c COLUMN BARS Gr. FLOOR END 1st. FLOOR LATERAL TIES TYPE GRID Fck = M20 COLUMN CHART Fy = Fe 500 TMT Column Size C1 C2 2B,3B,2C,3C,2D,3D 2nd. FLOOR REINFORCEMENT(BOTTOM BAR) TYPE 1 S. No. fy = Fe 500 fck = M20 D'(Edge) D (Mid) GRID FOOTING SIZE(LxB) FOOTING DEPTH X-Direction Y-Direction F-1 9" FOOTING CHART 12"x12" 8-16d 8d@6"c/c 8d@4"c/c 1'-6" 4-16d+4-12d 1A,2A,3A,1E,2E,3E 5'-0" x 5'-0" 12"x12" 4-16d+4-12d 8-12d 8-12d 2 F-2 9" 1B, 1D 5'-3" x 5'-3" 12d @ 5"c/c 12d @ 5"c/c 4 3 9" F-3 F-4 9" 2B, 2D 3B,1C,3C,3D 6'-6" x 6'-6" 6'-0" x 6'-0" 12d @ 4"c/c 12d @ 4"c/c 5 F-5 9" 2C 7'-3" x 7'-3" 1'-6" 1'-6" 1'-6" 1'-6" 12d @ 6"c/c 12d @ 6"c/c 12d @ 5"c/c 12d @ 5"c/c 12d @ 4"c/c 12d @ 4"c/c 8-12d C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 2 1 B C D E F1 F1 F1 F1 F1 F1 F2 F2 F3 F3 F3 F3 F4 F5 F4 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 8mm d 6"c/c 4-16d +4-12d(C1/C2) 2 -16 th d + 1-16d ext 2 -16 th d + 1-16d ext 2 -16 th d + 1-16d ext 2 -16 th d + 1-16d ext 2 -16 d th+ 1-12d ext 2 -16 d th+ 1-12d ext 2 -16 d th+ 1-12d ext 2 -16 d th+ 1-12d ext FLOOR LVL. \LSILL, LINTEL AND PARAPET BAND DETAILS 2-10 d 1 L-8d @ 150 C/C SILL BAND (1:2:4) LINTEL BAND (1:2:4) PARAPET WALL 8d @ 8" C/C 2-10 d 1 L-8d @ 150 C/C 3" 6" SAME AS SILL BAND ELEVATION OF WALL WITH LINTEL & SILL BAND \LSECTION AT D-D LINTEL BAND SILL BAND A A B B C C D D 5 5 5 5 SECTION B-B SECTION A-A 2-10d BAR 8 d bars @ 7"c/c 4-12d BAR 8 d bars @ 7"c/c L1 L2 L3 0.15 L1 0.2 L2 0.2 L1 0.2 L2 0.3 L1 0.3 L2 0.2 L2 0.3 L2 L3 L3 0.2 L2 0.3 L2 L1 0.15 L1 0.2 L2 0.15 L1 0.2 L1 d d REINFORCEMENT DETAIL FOR MIDDLE STRIP WITH BENT UP BAR CANTILEVER SLAB CONTINEOUS OVER A SUPPORT SLAB CANTILEVERING FROM THE TOP OF BEAM REINFORCEMENT DETAIL FOR DROP SLAB WITH BENT UP BAR Ldt d d d & for footing and Slab shall be equivalent to M15. GENERAL NOTES For all members in tension d ldc=50 d ldt=60 d ld= 10 For column only in tension d ldc=40 d ldt=50 site conditions. Ld (Spacing of stirrups < 150) Top Floor Beam First Floor Beam H/4 Lap Zone Ld Ld Z 50d \A1;\SB/S02; . End stirrups Mid stirrups End stirrups . Zone of Bottom Bar Splicing 2Z . h 0.25L 0.25L 3L/8 3L/8 L/4 50d Zone of Bottom Bar Splicing 2Z Zone of Top Bar Splicing Middle 1/3 of Span End ties Mid ties 50d 50d Y For other members (beam,slab,stair-case,etc) in hook of ties & stirrups. in compression. 7. Concrete grade for column, Beam shall be equivalent to M20. 6.Contractor shall be responsible for checking field dimensions and drawings.Discrepancies, if any, shall be reported to the site engineer. 5.The structural drawings shall be read in conjuction with architectural 3. All drawings and specifications remain the property of the consultant. 2. Change in dimensions to be notified to the consultancy immediately. 9. Development length (ld) shall be : 8. Lap length shall not be less than development length 'ld'. in compression. 4. All dimensions are in inches unless noted otherwise. 1. Dimensions to be read only. d bar or TMT bar shall not be used of beam. GL 3"mm P.C.C (1:3:6) One layer flat brick soling . ² 415 N/mm 1'-150 Ld d ld= 8 10. Clear cover shall be : c=15 mm. for slab. c=25 mm. for beam. Ground Floor Beam \W1.78608; \A1;\SC/S02; A GL. End ties to be continued into the footing. \LJOINT AND LAP DETAILS D' Ld D Ld D' D \LNOTES 1. H= Clear height of column 2. Z= Beam depth 3. h= Distance of special confinement reinforcement from face of support = 1'-150 for all columns 4. Confining stirrups in Beam-column junction shall be provided in 'Z' portion at the spacing indicated. However, if beams are connected on all the four directions of columns the spacing should be doubled. End ties h Z End stirrups Mid stirrups End stirrups 60d 50d 60d X End stirrups Z 60d 60d Mid stirrups End stirrups depth as the slab or wall. through concrete slab or wall shall be filled and patched to the same 17.Plumbing slots,holes around pipes,ducts or other items which pass as lateral ties for column & stirrups for beams. 16.Torkari (Fe 500) of 7mm. to IS,1786-1979 or IS 1139:1966 and shall have a minimum yield 15.Reinforcing steel shall be new hot rolled deformed bars conforming 14.Unless otherwise indicated all construction joints shall be roughened 13. Lap is to be provided in column after distance H/4 from face of 12. End ties (from face of support) in column shall be upto distance joints with minimum amplitude of 5mm. support where H= clear height of column. in the end of the longitudinal bars. c=40 mm. for column. drawing otherwise 2D from face of support where D is total depth 11. Distance of closed stirrups in beam shall be as mentioned in the c=50 mm. for foundation. H-2h H L H/4 18.Foundation level shall be adjusted to maintain the footing beam truly horizontal. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2-16mmdT bars +1-16 mm dT bars 2-16mmdT bars +1-12mmdT bars 2-16mmdT bars +1-16mmdT bars \LFOOTING F3 PLAN 75 mm THICK M10 P.C.C. ONE LAYER FLAT BRICK SOLING \L PLAN OF STRAP BEAM (ST) \fArial Narrow|b1|i0|c0|p34;\H0.55559x;SCALE-1/2"=1'-0" \LSECTION OF STRAP BEAM(1-1) \fArial Narrow|b1|i0|c0|p34;\H0.6667x;SCALE-1/2"=1'-0"\fTimes New Roman|b1|i0|c0|p18; 1 1 \LSECTION AT 2-2 8mmd @ 6" c/c 8mmd @ 4" c/c 3#16d T/B 5 3#16Ø 3#16 d 8mmØ 6" c/c 1'-6" 5 P P L L 4#16d + 4# 12d GL GL 11'-10" FOUNDATION BEAM 9" X 9" TIE BEAM 9" X 9" 12d-6" c/c BOTHWAY 8d stirrups@ 4" c/c FOUNDATION BEAM 9" X 9" TIE BEAM 9" X 9" 1'-0" X1'-0" COLUMN 8d stirrups@ 4" c/c 1'-0" X1'-0" COLUMN 12d- 6"c/c \LFOOTING Fe PLAN D 60 x d(3'-3") 60 x d(3'-3") B B 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FOR OFFICIAL USE ONLY Drawn By: Building type: Area: Footing, Beam, Column, Slab, Staircase, Lintel Registration no: Checked By: 1" = 8' Scale: Details Residential Signature: Date: YOGENDRA SHRESTHA OWNER:- Plot No. Details: 2072/9/10 MR. AMRIT MAN RAJTHALA Location:LAMATAR 797 Sqm. \fTimes New Roman|b1|i0|c0|p18;\LINTERNAL RADIUS \W3.77983; \LSEISMIC HOOK DETAILHOOK DETAIL \W3.20022; \LSCALE-1"=1'-0" r d Laterl Tie Lonitudinal Bar 1.5" Clear Cover 1.5" from Main Reinforcement Bar d 5 \A1;3" or 10d minimum hook length (whichever is greater) \LSITE AREA 5394.375 SQ. FT. \LGROUND FLOOR PLAN\l Floor Area = 1519.63 Sqft. \LTOP FLOOR PLAN\l Floor Area = 1216.90 Sqft. \LSOUTH ELEVATION \LEAST ELEVATION \LWEST ELEVATION \LNORTH ELEVATION \LSECTION AT X-X 5 5 5 5 5 5 5 5 5 5 5 5 6' 6' 5 5 5 5 5 5 \LSECTION AT Y-Y 5 5 5 5 5 5 5 5 5 5 5 5 6' 6' 5 5 5 5 5 5 7.68" 5 5 \T0.75000;D2 \T0.75000;D1 \T0.75000;D1 \T0.75000;W2 \T0.75000;MD \T0.75000;D1 \T0.75000;D1 \LFIRST FLOOR PLAN\l Floor Area = 1612.15 Sqft. \Lishor man rajthala kitta no.: 2303 \Lkul bahadur bajracharya kitta no.: 470 \Lpurna bahadur rajthala kitta no.: 1052 \LLOCATION MAP NOT IN SCALE \L0-15-3-0 \L0-15-3-0 5 5 MR. AMRIT MAN RAJTHALA MR. AMRIT MAN RAJTHALA FOR OFFICIAL USE ONLY Drawn By: Building type: Area: Plans , Section , Location & Registration no: Checked By: 1" = 8' Scale: Elevations Residential Signature: Date: YOGENDRA SHRESTHA OWNER:- Plot No. Details: 2072/9/10 Location:LAMATAR 797 Sqm. FOR OFFICIAL USE ONLY Drawn By: Building type: Area: Ground Floor Plan , Second Floor Plan, Site plan Registration no: Checked By: 1" = 8' Scale: Residential Signature: Date: YOGENDRA SHRESTHA OWNER:- Plot No. Details: 2072/9/10 Location:LAMATAR 797 Sqm. 6 nos 12 mm d 6 nos 12 mm d 6 nos 12 mm d 6 nos 12 mm d ST1 ST1 ST1 ST1 ST1 As shown in dwg. \T0.75000;D1 \T0.75000;D1 \T0.75000;D1 \T0.75000;D2 \T0.75000;D2 \T0.75000;D1 \T0.75000;UP \T0.75000;UP \T0.75000;D1 \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W \T0.75000;W1 \T0.75000;W1 \T0.75000;W2 \T0.75000;W2 \T0.75000;W2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \T0.75000;W \T0.75000;D1 \T0.75000;D1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \Lt/b \l3'6"X8'6" \Lt/b \l3'6"X7'3" \Lbed room \l14'X15'3" \Lbed room \l14'X13' \Lliving room \l12'3"X12'3" \Lliving room \l12'X16'9" \Lbed room \l14'X15'3" \Lbed room \l14'X13' \T0.75000;D1

Language	English
Drawing Type	Section
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartment, autocad, building, building departments, condo, departments, designations, dimensions, DWG, eigenverantwortung, facades, Family, group home, grup, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, plants, section, sections, torre