Residence DWG Detail for AutoCAD

Residence DWG Detail for AutoCAD

Plant – elevation – Details foundation plane – beams and columns – Housings

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

from o.g.l., stirrups, from o.g.l., stirrups, within centre half, legged stirrups, min. nos of stirrups, min. nos of stirrups, within centre half, waist slab, th. slab, nos., nos., legged stirrups, min. nos of stirrups, min. nos of stirrups, opening schedule, s.n, description, size, symbol, nos., to dhaphakel, from sunakhoti to thecho, plan to scale, to chapagaon, road to site, proposed site, thecho village, wooden panelled glazed door, wooden flushed door, aluminium sliding window, aluminium fixed casemsnt window, turning point, living room, guest bed rm, kitchen, dining, bed room, study room, home theater room, builtup area sq. ft., floor plan, master bed room, closet, bed room, children bed room, bed room, builtup area sq. ft., floor plan, builtup area sq. ft., puja, terrace, floor plan, builtup area sq. ft., elevatiion, elevation, living room, guest bed rm, kitchen, dining, store, plan total area sq.ft., septic tank, soak pit, layout plan, layout plan, footing schedule, s.n, bars along, size, footing, depth, bars along, plan, footing section, r.c.c. tie beam, sand filling, pcc, alkathine sheet, compacted earth, flat brick soling, gravel filling, floor finishing, flat brick soling, compacted earth, ld., bars along, stirrups, column, concrete grade steel, upto in mid, nos., column, concrete grade steel, upto in mid, nos., note fck lap length is lfo for bar for bar for bar stirrups hooks is from center of main bar ld, column, concrete grade steel, upto in mid, nos., typ. column frame section, of clear column height, nos. ties, nos. stirrups, nos. ties, nos. stirrups, nos. ties, nos. stirrups, ld., g.l., of clear column height, bar overlap detail, stirrups ties, seismic hook detail, clear cover from main reinforcement bar, ld., typ. tie beam and beam, ld., bar lapping detail at junction, ld., reinforcement details, brick work in cement mortar, flat brick soling, compacted earth, g.l., at support on mid span, nosing bar, typ. chair detail for nosing, nos. chair bar, ld., waist slab, plinth lvl., landing lvl., nosing bar, nosing bar, staircase detail, th. slab, support, reinforcement detail, mid span, s.n., beam, beam size, staircase, section at, drop slab, sec, sec, plinth lvl., floor lvl., puja room, kitchen, study room, bed room, guest room, floor lvl., sec, sec, layout plan, ld., typ. tie beam and beam, ld., level, beam level, upto in mid, nos., upto in mid, nos., beam sections at level, beam sections at

Raw text data extracted from CAD file:

1 101 1 101 \A1;6'-4" \A1;12'-6\S1#2;" \A1;10'-0" \A1;12'-6\S1#2;" \A1;10'-0" \A1;35'-3" \A1;21'-6" \A1;17'-0" \A1;3'-3" \A1;6'-0" \A1;6'-0" \A1;4'-0" \A1;1'-2" \A1;13'-5\S3#8;" \A1;2'-5\S7#8;" \A1;8'-2" \A1;13'-6\S1#2;" \A1;12'-6\S1#2;" \A1;10'-0" \A1;35'-3" \A1;21'-6" \A1;10'-0" \A1;17'-0" \A1;3'-3" \A1;6'-0" \A1;6'-0" \A1;4'-0" \A1;1'-2" \A1;13'-5\S3#8;" \A1;2'-5\S7#8;" \A1;8'-2" \A1;13'-6\S1#2;" \A1;13'-5\S3#8;" \A1;2'-5\S7#8;" \A1;8'-2" \A1;13'-6\S1#2;" \A1;35'-3" \A1;21'-6" \A1;10'-0" \A1;17'-0" \A1;3'-3" \A1;6'-0" \A1;1'-2" \A1;3'-3" \A1;3'-6\S1#2;" \A1;3'-3" \A1;1'-0" \A1;3'-3" \A1;1'-0" \A1;1'-9" \A1;1'-9" \A1;1'-2" \A1;4'-0" \A1;3'-7\S3#4;" \A1;6'-0" \A1;2'-3\S1#4;" \A1;1'-2" \A1;9" \A1;2'-6" \A1;6'-0" \A1;2'-6" \A1;9" \A1;1'-3" \A1;1'-2" \A1;1'-2" \A1;2'-1" \A1;6'-0" \A1;2'-6" \A1;1'-2" \A1;2'-7" \A1;3'-0" \A1;6'-0" \A1;3'-0" \A1;9" \A1;1'-0" \A1;3'-3" \A1;6'-0" \A1;3'-3" \A1;1'-0" \A1;10'-0" \A1;42'-3" \A1;12'-11" \A1;12'-9" \A1;3'-9" \A1;11'-9" \A1;12'-6\S1#2;" \A1;10'-0" \A1;13'-6\S1#2;" \A1;11'-9" \A1;8'-2" \A1;2'-5\S5#8;" \A1;13'-5\S3#8;" \A1;3'-6\S1#2;" \A1;1'-0" \A1;3'-3" \A1;1'-0" \A1;1'-9" \A1;1'-9" \A1;1'-2" \A1;4'-0" \A1;3'-7\S3#4;" \A1;6'-0" \A1;2'-3\S1#4;" \A1;1'-2" \A1;9" \A1;2'-6" \A1;6'-0" \A1;2'-6" \A1;9" \A1;1'-3" \A1;6'-4" \A1;1'-2" \A1;1'-5" \A1;6'-0" \A1;1'-5" \A1;1'-2" \A1;1'-2" \A1;2'-4" \A1;10'-0" \A1;2'-4" \A1;1'-2" \A1;1'-2" \A1;2'-1" \A1;6'-0" \A1;2'-6" \A1;1'-2" \A1;2'-7" \A1;12'-0" \A1;9" \A1;1'-0" \A1;3'-3" \A1;6'-0" \A1;3'-3" \A1;1'-0" \A1;8'-10" \A1;1'-2" \A1;42'-3" \A1;12'-11" \A1;12'-9" \A1;3'-9" \A1;11'-9" \A1;12'-6\S1#2;" \A1;10'-0" \A1;13'-6\S1#2;" \A1;11'-9" \A1;8'-2" \A1;2'-5\S5#8;" \A1;13'-5\S3#8;" \A1;10'-0" \A1;13'-6\S1#2;" \A1;11'-9" \A1;8'-2" \A1;2'-5\S5#8;" \A1;13'-5\S3#8;" \A1;3'-6\S1#2;" \A1;1'-0" \A1;3'-3" \A1;1'-0" \A1;1'-9" \A1;6'-0" \A1;1'-9" \A1;1'-2" \A1;4'-0" \A1;3'-7\S3#4;" \A1;6'-0" \A1;2'-3\S1#4;" \A1;1'-2" \A1;9" \A1;2'-6" \A1;6'-0" \A1;2'-6" \A1;9" \A1;11'-7" \A1;1'-2" \A1;1'-5" \A1;6'-0" \A1;1'-5" \A1;1'-2" \A1;1'-2" \A1;2'-4" \A1;10'-0" \A1;2'-4" \A1;1'-2" \A1;1'-2" \A1;2'-1" \A1;6'-0" \A1;2'-6" \A1;1'-2" \A1;2'-7" \A1;3'-0" \A1;6'-0" \A1;3'-0" \A1;9" \A1;1'-0" \A1;3'-3" \A1;6'-0" \A1;3'-3" \A1;1'-0" \A1;6" \A1;6'-0" \A1;6" \A1;8'-10" \A1;1'-2" \A1;42'-3" \A1;12'-11" \A1;12'-9" \A1;3'-9" \A1;11'-9" \A1;12'-6\S1#2;" \A1;17'-0" \A1;1'-0" \A1;3'-5\S3#4;" \A1;6'-0" \A1;6'-0" \A1;6'-0" \A1;2'-3\S1#4;" \A1;1'-2" \A1;9" \A1;2'-6" \A1;6'-0" \A1;2'-6" \A1;9" \A1;1'-2" \A1;1'-2" \A1;1'-2" \A1;42'-3" \A1;11'-9" \A1;10'-0" \A1;13'-6\S1#2;" \A1;11'-9" \A1;13'-5\S3#8;" \A1;2'-5\S7#8;" \A1;8'-2" \A1;13'-6\S1#2;" \A1;3'-6\S1#2;" \A1;12'-6\S1#2;" \A1;10'-0" \A1;3'-0\S1#4;" \A1;1'-0" \A1;1'-9" \A1;1'-9" \A1;1'-2" \A1;4'-0" \A1;3'-7\S3#4;" \A1;12'-6\S1#2;" \A1;8'-2" \A1;2'-5\S5#8;" \A1;13'-5\S3#8;" \A1;63'-11\S5#8;" \A1;11'-0" \A1;13'-0" \A1;9'-6" \A1;42'-3" \A1;35'-0\S1#4;" \A1;17'-0" \A1;21'-6" \A1;10'-0" \A1;8'-0" \A1;5'-0" \A1;2'-11\S7#8;" \A1;48'-0" \A1;59'-6\S1#4;" \A1;47'-0" \A1;53'-11\S1#4;" \A1;58'-11\S1#2;" \A1;6'-6\S3#4;" \A1;5'-2\S1#2;" \A1;37'-8\S7#8;" \A1;26'-2\S7#8;" \A1;5'-0" \A1;7'-10" \A1;7'-5\S1#8;" \A1;16'-10\S7#8;" \A1;14'-10" \A1;8'-0" \A1;1'-2" \A1;9" \A1;13'-5\S3#8;" \A1;2'-5\S7#8;" \A1;8'-2" \A1;13'-6\S1#2;" \A1;3'-6\S1#2;" \A1;12'-6\S1#2;" \A1;10'-0" \A1;4\S1#2;" \A1;7" \A1;1'-0" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-0" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-3" \A1;6'-0" \A1;2" \A1;35'-3" \A1;17'-0" \A1;1'-2" \A1;9" \A1;13'-5\S3#8;" \A1;2'-5\S7#8;" \A1;8'-2" \A1;13'-6\S1#2;" \A1;3'-6\S1#2;" \A1;1'-0" \A1;7" \A1;4\S1#2;" \A1;12'-6\S1#2;" \A1;10'-0" \A1;8'-2" \A1;3'-0\S1#4;" \A1;3'-5\S1#4;" \A1;2'-0" \A1;2'-0" \A1;6'-0" \A1;6'-0" \A1;1'-0" \A1;1'-0" \A1;1'-2" \A1;1'-2" \A1;9" \A1;9" \A1;1'-2" \A1;1'-2" \A1;1'-2" \A1;1'-2" \A1;1'-0" \A1;1'-0" \A1;1'-2" \A1;42'-3" \A1;11'-9" \A1;12'-6\S1#2;" \A1;8'-0" \A1;13'-6\S1#2;" \A1;11'-9" \A1;8'-2" \A1;2'-5\S5#8;" \A1;13'-5\S3#8;" \A1;4\S1#2;" \A1;7" \A1;9\S1#2;" \A1;4\S1#2;" \A1;7\S1#4;" \A1;1'-2" \A1;4\S1#2;" \A1;4\S1#2;" \A1;9\S1#2;" \A1;4\S1#2;" \A1;9\S1#2;" \A1;9" \A1;4\S1#2;" \A1;4\S1#2;" \A1;7" \A1;1'-2" \A1;9\S1#2;" \A1;2" \A1;7" \A1;2" \A1;7" \A1;1'-2" \A1;1'-2" \A1;7" \A1;4\S1#2;" \A1;9\S1#2;" \A1;6'-3" \A1;6'-0" \A1;6'-0" \A1;6'-0" \A1;4'-0" \A1;4'-0" \A1;6'-0" \A1;9'-11" \A1;6'-0" \A1;6'-0" \A1;6'-0" \A1;9" \A1;1'-0" \A1;1'-0" \A1;1'-2" \A1;1'-2" \A1;9" \A1;9" \A1;1'-2" \A1;1'-2" \A1;1'-2" \A1;1'-2" \A1;1'-0" \A1;1'-0" \A1;1'-2" \A1;42'-3" \A1;12'-11" \A1;11'-9" \A1;12'-6\S1#2;" \A1;10'-0" \A1;13'-6\S1#2;" \A1;11'-9" \A1;8'-2" \A1;2'-5\S5#8;" \A1;13'-5\S3#8;" \A1;7" \A1;1'-2" \A1;1'-2" \A1;7" \A1;4\S1#2;" \A1;9\S1#2;" \A1;7" \A1;9\S1#2;" \A1;4\S1#2;" \A1;7\S1#4;" \A1;1'-2" \A1;4\S1#2;" \A1;4\S1#2;" \A1;9\S1#2;" \A1;4\S1#2;" \A1;9\S1#2;" \A1;9" \A1;4\S1#2;" \A1;4\S1#2;" \A1;7" \A1;1'-2" \A1;9\S1#2;" \A1;2" \A1;7" \A1;2" \A1;4\S1#2;" \A1;1' \A1;9" \A1;1\S1/2;" \A1;1'-2" \A1;1'-2" \A1;1\S1/2;" \A1;B \A1;A \A1;2" \A1;4" \A1;A \A1;2" \A1;3" \A1;8" \A1;4" \A1;2'-0" \A1;Lfo \A1;D \A1;MIN. 5'-0" FROM O.G.L. \A1;4" \A1;2" \A1;4" \A1;2" \A1;4" \A1;2" \A1;4" \A1;2" \A1; M 8-4"C/C STIRRUPS \A1;9" \A1;9" \A1;9" \A1;1\S1/2;" \A1;9" \A1;MIN. 12" \A1;MIN. 5'-0" FROM O.G.L. \A1;H/4 \A1; M 8-4"C/C STIRRUPS \A1;Ld. \A1;Only Within Centre Half \A1;M 8-4" C/C \A1;10d or 3" \A1;135° \A1;2 LEGGED STIRRUPS M 8-6"C/C \A1;M 8-4"C/C Min. 9 nos of stirrups \A1;L \A1;M 8-4"C/C Min. 9 nos of stirrups \A1;Ld \A1;Ld \A1;Only Within Centre Half \A1;Ld. \A1;M 8-4" C/C \A1;M 8-6" C/C \A1;M 8-4" C/C \A1;H \A1;1'-0" \A1;9" \A1;13'-5\S3#8;" \A1;2'-5\S5#8;" \A1;8'-2" \A1;13'-6\S1#2;" \A1;3'-6\S1#2;" \A1;12'-6\S1#2;" \A1;10'-0" \A1;2'-0" \A1;42'-3" \A1;11'-9" \A1;8'-0" \A1;13'-6\S1#2;" \A1;11'-9" \A1;8'-2" \A1;2'-5\S5#8;" \A1;13'-5\S3#8;" \A1;12'-6\S1#2;" \A1;Ld. \A1;Ld. \A1;6" WAIST SLAB \A1;6" WAIST SLAB \A1;1'-2" \A1;6" \A1;4'-3" \A1;7" x 8 NOS.= 4'-8" \A1;2'-4\S1/8;" \A1;3'-0" \A1;4" \A1;9" \A1;3'-0" \A1;4" \A1;2" \A1;2" \A1;Ld. \A1;3" \A1;4'-3\S3/4;" \A1;3'-7\S3/8;" \A1;3" TH. SLAB \A1;9" \A1;2'-7\S1/8;" \A1;9" \A1;1'-2" \A1;1'-2" \A1;9" \A1;4" \A1;4" \A1;8" \A1;2'-0" \A1;18" \A1;12" \A1;9" \A1;3" \A1;3'-6" \A1;6" \A1;6" \A1;11" \A1;1'-2" \A1;6" \A1;4'-8" \A1;6" \A1;Ld. \A1;Ld. \A1;4'-3" \A1;10" x 7 NOS. = 5'-10" \A1;6" \A1;8" \A1;7" x 8 NOS.= 4'-8" \A1;7'-5" \A1;4'-3" \A1;10" x 7 NOS. = 5'-10" \A1;3" \A1;3" \A1;9" \A1;3'-7\S7/8;" \A1;6'-8" \A1;2'-11" \A1;9" \A1;8'-1\S5/8;" \A1;9" \A1;2'-6\S1/8;" \A1;6'-0\S7/8;" \A1;9" \A1;13'-11\S7/8;" \A1;3'-6" \A1;M 8 - 6" C/C \A1;4'-6" \A1;M 8 - 6" C/C \A1;3'-6" \A1;4'-6" \A1;2'-5" \A1;3'-6" \A1;M 8 - 6" C/C \A1;M 8 - 6" C/C \A1;2'-6" \A1;L/5 \A1;L/5 \A1;M 8 - 6" C/C \A1;M 8 - 6" C/C \A1;L/3 \A1;2' \A1;3'-7\S3/4;" \A1;M 8 - 6" C/C \A1;M 8 - 6" C/C \A1;3'-11" \A1;2'-5" \A1;2'-0" \A1;4'-2" \A1;4'-2" \A1;3'-11" \A1;11'-9" \A1;12'-6\S1/2;" \A1;4'-2" \A1;M 8 - 6" C/C \A1;L/3 \A1;L/3 \A1;M 8 - 6" C/C \A1;2'-10" \A1;2'-10" \A1;4' \A1;M 8 - 6" C/C (EXTRA BAR) \A1;3'-6" \A1;12'-8" \A1;3'-3" \A1;10'-4" \A1;2'-7\S3/4;" \A1;2'-9" \A1;4'-6" \A1;4'-2" \A1;3'-11" \A1;5'-8" \A1;5'-8" \A1;4'-2" \A1;1'-2" \A1;4" \A1;1'-2" \A1;4" \A1;13'-5\S3#8;" \A1;2'-5\S7#8;" \A1;8'-2" \A1;13'-6\S1#2;" \A1;3'-6\S1#2;" \A1;10'-0" \A1;2'-0" \A1;13'-6\S1#2;" \A1;8'-2" \A1;2'-5\S5#8;" \A1;13'-5\S3#8;" \A1;2 LEGGED STIRRUPS M 8-6"C/C \A1;M 8-4"C/C Min. 9 nos of stirrups \A1;L \A1;M 8-4"C/C Min. 9 nos of stirrups \A1;1'-0" \A1;9" \A1;11'-9" \A1;12'-6\S1#2;" \A1;8'-0" \A1;2'-0" \A1;1' \A1;9" \A1;6" \A1;1' \A1;3" \A1;1' \A1;9" \A1;6" \A1;6" \A1;3" D/W OPENING SCHEDULE : S.N 1. 4. 5. 6. 2. 3. DESCRIPTION 1 D1 6'-0"x8'-2" D4 W1 W2 D2 D3 SIZE SYMBOL NOS. 11 7 18 7 3'-0"x7'-0" 2'-6"x7'-0" 6'-0"x5'-8" 4'-0"x4'-8" 7. 2 10'-0"x7'-10" 8. 9. 3 2'-7"x7'-0" 1 W3 3'-3"x4'-8" TO DHAPHAKEL FROM SUNAKHOTI TO THECHO \LLOCATION PLAN \H0.625x;\lNOT TO SCALE TO CHAPAGAON ROAD TO SITE PROPOSED SITE THECHO VILLAGE W4 W5 6'-0"x28'-6" WOODEN PANELLED & GLAZED DOOR WOODEN FLUSHED DOOR WOODEN FLUSHED DOOR WOODEN FLUSHED DOOR ALUMINIUM SLIDING WINDOW ALUMINIUM SLIDING WINDOW ALUMINIUM SLIDING WINDOW ALUMINIUM SLIDING WINDOW ALUMINIUM FIXED & CASEMSNT WINDOW 1 TURNING POINT Living Room 15'x22' Guest Bed Rm 11'0"x13'0" T/B 5'x8' Kitchen 11'x 11'4.5" Dining 13'x12' Up 423.0 258.0 119.9999999999964 204.0 12.0 39.01048410583462 72.00069515268842 38.98882074147696 12.0 20.99965242365579 72.00069515268842 20.99965242365579 14.0 47.99999999497231 43.74965242868348 72.00069515268842 27.24965242365579 14.0 9.0 29.99965242365579 72.00069515268842 29.99965242365579 9.0 139.0 14.0 16.99965242365579 72.00069515268842 16.99965242365579 14.0 14.0 27.99965242365579 120.0006951526884 27.99965242365579 14.0 14.0 24.99965242365579 72.00069515268842 29.99965242365579 14.0 14.0 31.0 5 72.00069515268842 35.99965242365579 9.0 12.0 38.99965242365579 72.00069515268842 38.99965242365579 12.0 6.0 72.0 6.0 106.0 14.0 507.0 155.0 153.0 45.0 141.0 150.5 120.0 162.5 141.0 161.4266578802853 29.9289844514642 98.0 162.5 98.0 29.625 161.375 42.5 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 150.5 119.9999999999982 Bed Room 11'0"x13'0" T/B 5'x7'6" Study Room 11'x 11'4.5" Home Theater Room 15'6.5"x12' Up 423.0 258.0 119.9999999999964 204.0 12.0 39.01048410583462 72.00069515268842 38.98882074147696 12.0 20.99965242365579 72.00069515268842 20.99965242365579 14.0 47.99999999497231 43.74965242868348 72.00069515268842 27.24965242365579 14.0 9.0 29.99965242365579 72.00069515268842 29.99965242365579 9.0 15.00000000016371 47.99999999999636 75.99999999983993 14.0 16.99965242365579 72.00069515268842 16.99965242365579 14.0 14.0 27.99965242365579 120.0006951526884 27.99965242365579 14.0 14.0 24.99965242365579 72.00069515268842 29.99965242365579 14.0 14.0 31.0 5 9.0 12.0 38.99965242365579 72.00069515268842 38.99965242365579 12.0 106.0 14.0 507.0 155.0 153.0 45.0 141.0 150.5 120.0 162.5 141.0 161.4266578802853 29.9289844514642 98.0 162.5 98.0 29.625 161.375 42.5 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 150.5 119.9999999999982 BUILTUP AREA 1189 SQ. FT. \LGROUND FLOOR PLAN Master Bed Room 14'-9"x16'-3"' T/B 6'6"x8' Closet 5 T/B 5'x7'6" Bed Room 11'x 11'4.5" Children Bed Room 13'x12' Up 423.0 258.0 204.0 12.0 39.01048410583462 72.00069515268842 38.98882074147696 12.0 20.99965242365579 72.00069515268842 20.99965242365579 14.0 47.99999999497231 43.74965242868348 72.00069515268842 27.24965242365579 14.0 9.0 29.99965242365579 72.00069515268842 29.99965242365579 9.0 15.00000000000182 47.99999999999636 14.0 14.0 24.99965242365579 72.00069515268842 29.99965242365579 14.0 14.0 31.0 5 72.00069515268842 35.99965242365579 9.0 12.0 38.99965242365579 72.00069515268842 38.99965242365579 12.0 120.0 507.0 155.0 153.0 45.0 141.0 150.5 120.0 162.5 141.0 161.4266578802853 29.9289844514642 98.0 162.5 98.0 29.625 161.375 42.5 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 150.5 119.9999999999982 39.00000000000364 Bed Room 11'0"x13'0" T/B Store/Closet BUILTUP AREA 1189 SQ. FT. \LFIRST FLOOR PLAN \LSECOND FLOOR PLAN E E D D E E D D E E D D BUILTUP AREA 1019 SQ. FT. 76.00000000000364 Puja 5'x11'5" Up 204.0 12.0 41.76048410583462 72.00069515268842 36.23882074147696 12.0 20.99965242365579 72.00069515268842 20.99965242365579 14.0 47.99999999497231 43.74965242868348 72.00069515268842 27.24965242365579 14.0 9.0 29.99965242365579 72.00069515268842 29.99965242365579 9.0 14.0 14.0 14.0 507.0 141.0 150.5 120.0 162.5 141.0 161.4266578802853 29.9289844514642 98.0 162.5 98.0 29.625 161.375 42.5 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 150.5 119.9999999999964 Terrace \LTOP FLOOR PLAN E E D D BUILTUP AREA 220 SQ. FT. \LSOUTH ELEVATIION \LEAST ELEVATION \LNORTH ELEVATION \LWEST ELEVATION 767.6683748471587 Living Room 15'x22' Guest Bed Rm 11'0"x13'0" T/B 5'x8' Kitchen 11'x 9' Dining 13'x12' Store Up 132.0 5 114.0 507.0 420.2487609032323 203.9999999999982 258.0 119.9999999999982 96.0 60.0 5 5 5 5 5 5 78.76976240178374 5 94.00173395655838 89.12605321445517 202.8911644280433 177.9980920304406 62.45333911940725 \LSITE PLAN TOTAL AREA = 2937.955 Sq.FT. 0-8-2-2 SEPTIC TANK SOAK PIT 452.8386179551344 5 423.0 204.0 12.0 12.0 14.0 14.0 9.0 9.0 14.0 14.0 14.0 14.0 14.0 9.0 12.0 12.0 14.0 507.0 155.0 141.0 150.5 120.0 162.5 141.0 161.4266578802853 29.9289844514642 98.0 162.5 98.0 29.625 161.375 42.5 1 2 3 4 5 6 1 2 3 4 5 6 A B C E A B C E 150.5 119.9999999999982 \LCOLUMN LAYOUT PLAN 4.5 4.5 7.0 7.0 9.5 4.5 7.245593748479223 14.0 4.5 4.5 9.5 4.5 9.5 9.0 4.5 4.5 7.0 14.0 9.5 2.0 7.0 2.0 7.0 14.0 12.0 14.0 7.0 4.5 9.5 12.0 12.0 14.0 14.0 9.0 9.0 14.0 14.0 14.0 14.0 14.0 9.0 12.0 12.0 14.0 507.0 141.0 150.5 96.0 162.5 141.0 161.4266578802853 29.9289844514642 98.0 162.5 98.0 29.625 161.375 42.5 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 150.5 119.9999999999964 4.5 4.5 7.0 7.0 9.5 4.5 7.245593748479223 14.0 4.5 4.5 9.5 4.5 9.5 9.0 4.5 4.5 7.0 14.0 9.5 2.0 7.0 2.0 7.0 14.0 12.0 14.0 7.0 4.5 9.5 \LFOUNDATION LAYOUT PLAN D D 96.0 98.0 E E D D 36.27261160249145 41.22738839751037 24.0 24.0 72.0 72.0 75.0 75.0 75.0 75.0 72.0 72.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 48.0 48.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 118.9700000000012 72.0 72.0 72.0 F1 F1 F1 F1 F1 F2 F2 F2 F2 F2 F2 F2 F2 F3 CF1 2.0 9.0 M 12 - 6" C/C FOOTING SCHEDULE : S.N BARS ALONG X-AXIS 18" F1 1. 2. F2 SIZE (AXB) FOOTING DEPTH (D) BARS ALONG Y-AXIS B \LTYP.FOOTING PLAN A \LTYP. FOOTING SECTION 2.0 R.C.C. TIE BEAM (9"X14") 4.0 A 6"THK. SAND FILLING 2.0 3"THK. PCC (1:2:4) 500G ALKATHINE SHEET COMPACTED EARTH FLAT BRICK SOLING 6"THK. GRAVEL FILLING 3.0 8.0 4.0 5 FLOOR FINISHING 5 5 5 3"THK.PCC (1:3:6) FLAT BRICK SOLING COMPACTED EARTH Ld. 6'-3"x6'-3" 18" M 12 - 6" C/C 3. CF1 M 12 - 6" C/C T/B 6'-0"x6'-0" 6'-0"x10'-0" BARS ALONG Y-AXIS BARS ALONG X-AXIS 4.0 2.0 4.0 2.0 4.0 2.0 4.0 2.0 M 8-4"C/C STIRRUPS 18" M 12 - 6" C/C M 12 - 6" C/C M 12 - 6" C/C T/B COLUMN & STIRRUPS(C1) CONCRETE GRADE M20 STEEL Fe415/Fe500 M 8 - 4" C/C UPTO 2'-1" & 6" C/C IN MID 5 9.0 5 8 NOS. M 16 COLUMN & STIRRUPS(C2) CONCRETE GRADE M20 STEEL Fe415/Fe500 M 8 - 4" C/C UPTO 2'-1" & 6" C/C IN MID 5 14.0 5 8 NOS. M 20 NOTE :- 1.fy = 415 N/mm² / 500N/mm² \W5.31714; 2. fck = 20 N/mm² \W5.31714; 3. Lap Length is 50 Ø \W5.31714; 4. Lfo = a) 1'-6" for 16 Ø bar \W5.46000; b) 1'-9" for 20 \W5.46000; Ø bar \W5.46000; c) 2'-4" for 25 \W5.46000; Ø bar \W5.31714; 5. Stirrups hooks is 10 Ø from \W5.31714; center of main bar \W5.26952; 6. Ld = 58 Ø 8.999999999825377 COLUMN & STIRRUPS(C3) CONCRETE GRADE M20 STEEL Fe415/Fe500 M 8 - 4" C/C UPTO 2'-1" & 6" C/C IN MID 5 9.0 5 8 NOS. M 16 8.999999999825377 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 D4 D1 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D3 D3 D3 D3 D3 D3 D3 D4 D4 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W2 W2 W2 W2 W2 W3 W4 W4 W5 TYP. COLUMN FRAME SECTION 5 5 5 Of Clear Column Height 5 5 5 H/4 5 5 3 NOS. M 8 U-SHAPED TIES 2 NOS. M 8 U-SHAPED STIRRUPS 3 NOS. M 8 U-SHAPED TIES 2 NOS. M 8 U-SHAPED STIRRUPS 3 NOS. M 8 U-SHAPED TIES 2 NOS. M 8 U-SHAPED STIRRUPS Ld. 5 C 5 G.L. 5 5 5 Of Clear Column Height 5 BAR OVERLAP DETAIL AT-C 5 d U-SHAPED STIRRUPS & TIES 10d or 3" 5 SEISMIC HOOK DETAIL CLEAR COVER 40 FROM MAIN REINFORCEMENT BAR Ld. TYP. TIE BEAM AND BEAM 5 5 5 3 \Fgothici|c0;M \fStylus BT|b0|i0|c0|p34;16 (THRO) Ld. BAR LAPPING DETAIL AT BEAM/COLUMN JUNCTION Ld. Ld. 5 12.0 9.0 3 M \fStylus BT|b0|i0|c0|p34;16 (THRO) 3 \Fgothici|c0;M \fStylus BT|b0|i0|c0|p34;16 (THRO) 3 \Fgothici|c0;M \fStylus BT|b0|i0|c0|p34;16 (THRO) 507.0 141.0 96.0 162.5 141.0 161.375 29.625 98.0 162.5 98.0 29.625 161.375 42.5 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 150.5 119.9999999999964 \LSLAB REINFORCEMENT DETAILS E E D D 24.0 150.5 BRICK WORK IN CEMENT MORTAR 8.0 23.99999999999272 FLAT BRICK SOLING COMPACTED EARTH 18" G.L. M 8 - 4" AT SUPPORT & 6" C/C ON MID SPAN 5 8.950000000009823 \LSECTION AT A-A M 8 - NOSING BAR TYP. CHAIR DETAIL FOR NOSING 4 NOS. M 8 CHAIR BAR M 8 - 6" C/C M 12 - 6" C/C \LSECTION 3.000000000114596 42.00000000003456 6.0 6.000000000007276 11.0 3 M 16 (THRO) 3M 16 (THRO) 9.004939312111674 43.8913333849232 79.99999999999272 34.96726382986526 8.967972992360956 5 9.004939312113493 30.10866661508044 72.8913333849232 8.999999999996362 13.99999999998909 5 56.00000000000728 5 167.832559386412 Ld. Ld. Ld. Ld. <> WAIST SLAB <> WAIST SLAB ± 0'-0" PLINTH LVL. +4'-8" LANDING LVL. M 8 - 6" C/C M 12 - 6" C/C M 12 - 6" C/C M 8 - NOSING BAR 51.00493931211531 5 M 8 - NOSING BAR M 8 - 6" C/C M 8 - 6" C/C M 12 - 6" C/C M 8 - 6" C/C M 12 - 12" C/C (EXTRA BAR) M 12 - 6" C/C M 8 - 6" C/C 5 8.0 14.0 5 5 5 51.02393336942987 M 12 - 12" C/C (EXTRA BAR) M 12 - 6" C/C M 8 - 6" C/C M 12 - 6" C/C M 8 - 6" C/C \LFLIGHT-1 \LTYPICAL STAIRCASE DETAIL E E C \LFLIGHT-2 5 51.00493931211531 5 3 M 16 3 M 16 3 M 16 3 M 16 28.18385167355882 35.99999999997272 4.000000000007276 9.0 36.00000000000364 4.0 1.999999999987267 1.999999999959982 5 3.0 5 43.39932573746592 M 8 - 8" C/C M 8 - 8" C/C 3" TH. SLAB 9.000000000003638 31.18385167355882 SUPPORT \LBEAM REINFORCEMENT DETAIL MID SPAN S.N. BEAM 1. B1 B2 2. BEAM SIZE 14"x9" 3 M 16 3 M 16 9.0 14.0 14.0 9.0 3 M 16 3 M 16 + 2 M 20 14"x9" 2.999999999941792 M 8 - 6" C/C M 12 - 6" C/C \LSECTION 3.0 5 5 42.0 M 8 - 6" C/C 54.00000000000728 54.0 M 8 - 6" C/C 42.0 STAIRCASE 29.0 42.0 M 8 - 6" C/C M 8 - 6" C/C 30.0 5 5 M 8 - 6" C/C M 8 - 6" C/C 5 24.0 43.85840804572217 M 8 - 6" C/C M 8 - 6" C/C 141.0 150.5000000000036 4 2 3 47.0 29.00000000000728 24.00000000000364 50.0 50.0 \LSLAB SECTION AT X-X M 8 - 6" C/C M 8 - 6" C/C M 8 - 6" C/C M 8 - 6" C/C M 8 - 6" C/C M 8 - 6" C/C 47.00000000002183 50.0 M 8 - 6" C/C 5 5 M 8 - 6" C/C 34.0 33.99999240451325 DROP SLAB 48.0 M 8 - 6" C/C (EXTRA BAR) 42.0 152.0000000000055 5 123.9999999999964 31.74813233604073 33.0 5 50.0 47.0 68.0 68.0 X SEC X SEC 50.0 ±0'-0" Plinth Lvl. +9'-4" Floor Lvl. \LSECTION AT 1-1 \LTOILET/BATH \LTOILET/BATH \LTOILET/BATH PUJA ROOM KITCHEN STUDY ROOM BED ROOM BED ROOM BED ROOM GUEST ROOM +18'-8" Floor Lvl. +28'-0" Floor Lvl. +37'-4" Floor Lvl. +40'-4" Floor Lvl. 1 SEC 1 SEC B1 B1 B1 B1 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 14.00000000001091 3 M 16 3 M 16 5 14.00000000001091 3 M 16 3 M 16 5 162.5 161.4266578802853 29.9289844514642 98.0 162.5 98.0 29.625 161.375 42.5 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 119.9999999999964 \LBEAM LAYOUT PLAN E E D D 24.0 Ld. TYP. TIE BEAM AND BEAM 5 5 5 3 M 12 (THRO) Ld. 5 12.0 9.0 3 M 12 (THRO) 3 M 12 (THRO) 3 M 12 (THRO) 141.0 150.4999999999982 96.00000000000364 23.99999999999818 Level (0") Level (-1') Level (0") Level (+6") Level (0") Level (0") Beam Level (-1') Beam Level (-1') Beam Level (-1') Beam Level (-1') Beam Level (-1') Beam Level (0") Beam Level (0") Beam Level (0") Beam Level (0") Beam Level (0") Beam Level (0") Beam Level (0") Beam Level (0") Beam Level (0") Beam Level (0") Beam Level (+6") Beam Level (+6") Beam Level (+6") Beam Level (+6") Beam Level (+6") Beam Level (+6") Beam Level (+6") M 8 - 4" C/C UPTO 2'-11" & 6" C/C IN MID 5 9.0 3 NOS. M 12 5.999999999825377 5 3.0 M 8 - 4" C/C UPTO 2'-11" & 6" C/C IN MID 5 9.0 3 NOS. M 12 5.999999999825377 5 3.0 BEAM SECTIONS AT LEVEL -1' BEAM SECTIONS AT 0"

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, columns, construction details section, cut construction details, DETAIL, details, DWG, elevation, FOUNDATION, holiday, housings, plane, plant, residence