Foundation Of A Residence DWG Block for AutoCAD

This is the drawing of foundation of a residence

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

or upto firm soil, staircase starter detail, or upto firm soil, n.g.l., of column, ngl, rings, axb, raxrb, of column, typical footing plan, of column, plinth beam into rcc column, detail of anchoring of, dia, column longitiudinal bars, column, plinth beam, detail of junction of, dia, plinth beam, top bottom, reinforcement, section, of column, ngl, rings, axb, raxrb, pcc, section, pcc, ngl, pcc, compacted earth, thk. central wall, typical footing for, or upto firm, top of, typical column elevation, soil, p.c.c., foundation, outer ties, sets of, ties schedule, n.g.l., earth quake, point of view, important from, typ. flr. lvl., bar, roof lvl., plinth beam, earth quake, point of view, important from, zone, splice, footing plan, of column, footing schedule, footing, marked, dimensions, depth, reinforcement, footing, type, each set, section, details of footing, each set, pcc, ngl, each set, on hold, lift footing, foundation plan, section, pcc, ngl, details of footing, compacted earth, sec, ngl, pcc, edge wall, typical footing for, each set

Raw text data extracted from CAD file:

\A1;5′-6″ \A1;12′-4\S1/2;” \A1;12′-3″ \A1;7′-9\S1/2;” \A1;3′-8\S1/2;” \A1;2′-3\S1/2;” \A1;12′-2\S1/2;” \A1;6″ \A1;10′-0″ \A1;2′-9″ \A1;5′-3″ \A1;10′-0″ \A1;2′-9″ \A1;5′-3″ \A1;5′-6″ \A1;12′-4\S1/2;” \A1;12′-3″ \A1;7′-9\S1/2;” \A1;3′-8\S1/2;” \A1;2′-3\S1/2;” \A1;12′-2\S1/2;” \A1;6″ \A1;3″ \A1;3″ \A1;30″ \A1;6″ \A1;2′-6″ OR UPTO FIRM SOIL \A1;18″ \A1;24″ \A1;12″ \A1;4″ \A1;hc/4 \A1;4″ \A1; \A1;hc \A1;hc/4 \A1;A \A1;RA \A1;B \A1;RB \A1;A/2 \A1;B/2 \A1;1′-0″ \A1;6″ \A1;6″ \A1;6″ \A1;2′-6″ \A1;9″ \A1;13.5″ \A1;18″ \A1;2’0″ \A1;4.5″ \A1;6″ \A1;A/2xB/2 \A1;24″ \A1;AXB \A1;4′-6″ \A1;D \A1;8″ \A1;4″ \A1;A \A1;RA \A1;B \A1;RB \A1;A/2 \A1;B/2 \A1;A/2xB/2 \A1;24″ \A1;AXB \A1;4′-6″ \A1;D \A1;8″ \A1;4″ \A1;24″ \A1;4″ \A1;4′-6″ \A1;11′-8″ \A1;24″ \A1;24″ \A1;1′-0″ \A1;H \A1;9″ \A1;9″ \A1;1′-3″ \A1;9″ \A1;5′-0″ \A1;5′-0″ \A1;16″ \A1;4″ \A1;8″ \A1;12″ \A1;4′-6″ \A1;5′-0″ \A1;11′-8″ \A1;4″ \A1;8″ \A1;24″ \A1;6″ \A1;6″ \A1;6″ \A1;9″ \A1;13.5″ \A1;18″ \A1;22.5″ \A1;AS/ARCH. \A1;4’6″ \A1;4.5″/9″ \A1;27″ \A1;31.5″ \A1;3′-0″ \A1;6″ \A1;6″ \A1;8″ \A1;9″ \A1;2′-6″ \A1;18″ \A1;18″ \A1;9″ \A1;9″ \A1;11′-8″ \A1;LIFT \A1;UP. \A1;DN. 1 2 3 5 7 8 6 1 2 3 5 7 8 6 A B C D A B C D 4 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 STAIRCASE STARTER DETAIL 3″ 3″ 30″ \A1;10@4″ 6″ 12@4″ 12@4″ 2′-6″ OR UPTO FIRM SOIL N.G.L. 18″ 24″ 12″ 4″ \A1;10@6″ \A1;10@6″ (TYP) C OF COLUMN NGL RINGS L A/2xB/2 24″ AXB RAXRB 4′-6″ D 8″ 4″ L C OF COLUMN TYPICAL FOOTING PLAN (TYPE-II) Y C OF COLUMN L Y A RA B RB A/2 B/2 PLINTH BEAM INTO RCC COLUMN DETAIL OF ANCHORING OF 50XBAR DIA COLUMN LONGITIUDINAL BARS COLUMN PLINTH BEAM DETAIL OF JUNCTION OF 50XBAR DIA PLINTH BEAM 3’0″ TOP & BOTTOM REINFORCEMENT 3’0″ 3’0″ 8d@4″c/c 3’0″ 8d@4″c/c 8d@4″c/c 8d@4″c/c X X SECTION X-X (TYP) C OF COLUMN NGL RINGS L A/2xB/2 24″ AXB RAXRB 4′-6″ D 8″ 4″ PCC (1:4:8) SECTION Y-Y PCC (1:4:8) NGL 6″ 6″ 6″ 2′-6″ PCC (1:4:8) COMPACTED EARTH 9″ 13.5″ 18″ 2’0″ 4.5″ 2-12d 2-10d 8d@6″c/c 6″ 4.5″ THK. CENTRAL WALL TYPICAL FOOTING FOR AS/APPLICABLE SEC- D – D 4′-6″ OR UPTO FIRM TIES@4″ TOP OF TYPICAL COLUMN ELEVATION SOIL (TYP) P.C.C. 1:4:8 FOUNDATION OUTER TIES 2 SETS OF TIES / SCHEDULE (TYP) (TYP) N.G.L. TIES@4″ H/6 EARTH QUAKE POINT OF VIEW IMPORTANT FROM TYP. FLR. LVL. 50xDIA BAR ROOF LVL. PLINTH BEAM EARTH QUAKE POINT OF VIEW IMPORTANT FROM TIES@4″ H/6 hc/4 H 4″ \A1;24″ TIES@4″ hc hc/4 ZONE SPLICE FOOTING PLAN (TYPE-I) Y C OF COLUMN L Y A RA B RB A/2 B/2 3′-6″ FOOTING SCHEDULE F1 FOOTING MARKED DIMENSIONS DEPTH REINFORCEMENT RA A B D d FOOTING TYPE RB 8″ 18” II 4′-6″ 8′-3″ F2 F3 8″ 22″ 8″ 24″ 5′-0″ 10′-6″ ll 12d@4″c/c II 4′-6″ 12d@4″c/c 5 5 C1 8d@6″c/c 6-16d EACH SET SECTION A – A DETAILS OF FOOTING -CF1 5 5 C2 8d@6″c/c EACH SET 8-16d F4 8″ 27″ 6′-0″ 6′-0″ I 16d@5″c/c 16d@5″c/c \A1;12d@3\S1/2;”c/c \A1;12d@3\S1/2;”c/c 24″ 24″ 3-16d C1/C4 24″ 4″ PCC (1:4:8) C3 4′-6″ NGL 3-16d 8d@4″c/c 11′-8″ \A1;12d@5″c/c \A1;12d@5″c/c C1 C1 C3 C3 C3 C3 C3 C3 C2 C2 C1 C2 C1 C3 C3 5 5 C3 8d@6″c/c EACH SET 8-20d F1 5 5 CF1 F3 F3 F2 F3 F3 on hold Lift Footing F4 F4 FOUNDATION PLAN B B SECTION B – B PCC (1:4:8) 16″ 4″ 8″ 12″ COL.C3 4′-6″ NGL 3-16d 3-16d 8d4″c/c DETAILS OF FOOTING -CF1 5′-0″ \A1;12d@4″c/c \A1;12d@4″c/c A A 11′-8″ COMPACTED EARTH SEC – C – C C C C C C C C C C C C C C C C C D D 4″ 8″ 24″ PL NGL PCC (1:4:8) 6″ 6″ 6″ 9″ 13.5″ 18″ 22.5″ AS/ARCH. 4’6″ 9″ /4.5″THK. EDGE WALL TYPICAL FOOTING FOR 4.5″/9″ 27″ 31.5″ 3′-0″ 6″ 6″ 8″ 2-12d 2-12d 8d@6″c/c 9″ 5 18″ 18″ C4 5 5 C4 8d@6″c/c 4-16d EACH SET CF1 11′-8″