Foundations Details DWG Detail for AutoCAD

Foundations Details DWG Detail for AutoCAD

Structural drawings house

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

footing:, clear cover for main reinforcement, notes:, all dimensions are in feet inches., read structural dwg in conjunction, do not scale the written, with architectural drawings., dimensions to be followed., grade of concrete shall be u.o.s, all reinforcement steel shall be, reinforcement bars shall be, development length for, hysd conforming to, cement, sand, aggregate, mix ratio, column:, assumed sbc of soil, at depth of from ngl, foundation designed for only, proposed residence for mr.jeroneleslin, at the nilgiris., up to hard stratum, span, span, span, bar lap, suit site condition, column bars, rcc column, fgl, tk. p.c.c, main reinforcement, footing line, p.c.c line, rcc column, typical footing section, typical footing detail, depth up to hard stratum, footing size, footing, mark, sl.no., main reinforcement, direction, size, column, footings schedule:, existing building, footing layout, eccentric footing, beam details, eccentric footing, beam details, eccentric footing, beam details, ground floor planfloor plan, brick work, flight, flight, flight, edge beam, intermediate beam, distribution bars at top, two, typical slab reinforcement details, bar, reinforcement, mark, slab reinforcement, bars cranked, bars cranked, provide as distributors unless noted otherwise, bottom reinforcement, top reinforcement, first floor level slab reinforcement detailsfloor level slab reinforcement details, terrace floor level slab reinforcement detailsfloor level slab reinforcement details, existing building, mid, lhs, rhs, beam, size, beam, si.no, mid, lhs, rhs, beam, size, beam, si.no, beam, floor terrace beam reinforcement schedule:, beam, effective span, end, mid span, end, clear span, effective span, end, mid span, end, typical longitudinal section details, first floor level beam layoutfloor level beam layout, slab thickness, concealed, concealed beam, existing building, existing building, terrace floor level beam layoutfloor level beam layout, typical column details, bar lap, plinth lvl., roof slab lvl., p.c.c, to suit site condition, note:, all column ties at portion, column layout, column, mark, sl.no., size, column, up to first floor level, reinforcement, main, column shape, above first floor level, reinforcement, main, column shape, column reinforcement details, nos, nos, nos, nos, nos, existing building

Raw text data extracted from CAD file:

\A1;16'-9" \A1;16'-9" \A1;35'-6" \A1;2' \A1;11' \A1;38'-6" \A1;10'-9" \A1;16'-9" 1 2 3 A B C D 4 9658.704153130373 9658.704153130373 9658.704153130373 9658.704153130373 9658.704153130373 9658.704153130373 9658.704153130373 9658.704153130373 FOOTING: 50MM 5. CLEAR COVER FOR MAIN REINFORCEMENT NOTES: 1. ALL DIMENSIONS ARE IN FEET & INCHES. 8. READ STRUCTURAL DWG IN CONJUNCTION 7. DO NOT SCALE THE DRAWINGS, WRITTEN WITH ARCHITECTURAL DRAWINGS. DIMENSIONS TO BE FOLLOWED. 4. GRADE OF CONCRETE SHALL BE M20 U.O.S 3. ALL REINFORCEMENT STEEL SHALL BE REINFORCEMENT BARS SHALL BE 47d 6. DEVELOPMENT LENGTH/LAP LENGTH FOR HYSD (Fe 415) CONFORMING TO IS:1786 CEMENT - 1.0 SAND - 1.50 AGGREGATE - 3.0 MIX RATIO COLUMN: 25MM 2. ASSUMED SBC OF SOIL = 8T/Sqm. AT A DEPTH OF 2.40M FROM NGL FOUNDATION DESIGNED FOR G+2 ONLY PROPOSED RESIDENCE FOR Mr.JERONELESLIN AT OOTY, THE NILGIRIS. \A1;D \A1;4" \A1;B \A1;A \A1;\T0.8;MAIN REINFORCEMENT(B- DIRECTION) \A1;\T0.8;MAIN REINFORCEMENT(L- DIRECTION) \A1;1'6" \A1;DEPTH UP TO HARD STRATUM \A1;4" \A1;4" \A1;B \A1;4" \A1;4" \A1;L \A1;1'6" \A1;4" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;4' \A1;3'-9" \A1;3'-9" \A1;4' \A1;3'-9" \A1;4' \A1;4\S1/2;" \A1;4\S1/2;" \A1;3'-6" \A1;3'-9" \A1;1'-9" \A1;3'-9" \A1;3'-6" \A1;3'-9" \A1;3'-6" \A1;3'-4\S1/2;" \A1;2'-1\S1/2;" \A1;3'-1\S1/2;" \A1;4\S1/2;" \A1;1'-10\S1/2;" \A1;1'-9" \A1;1'-9" \A1;2' \A1;3'-9" \A1;3'-6" \A1;2'-3" \A1;4'-3" \A1;2' \A1;4' F3 \A1;4\S1/2;" \A1;4\S1/2;" \A1;4\S1/2;" \A1;1'-0" \A1;1'-3" \A1;9" \A1;1'-6" \A1;9" \A1;1'-3" \A1;11'-1" \A1;11'-1" \A1;5'-9" \A1;5'-9" \A1;10" \A1;7\S1/4;" \A1;7\S1/4;" \A1;10" \A1;10'-4\S1/2;" \A1;1'-3" \A1;11" \A1;9" \A1;1'-3" \A1;3'-3" \A1;3'-3" \A1;1' \A1;5" \A1;10" \A1;2'-6" \A1;5'-1" \A1;2'-7" \A1;2'-5\S1/4;" \A1;10'-7" \A1;6" \A1;5" \A1;5" \A1;1' \A1;1' \A1;1' \A1;0.1L1 \A1;0.15L1 \A1;0.3L1 \A1;0.15L1 \A1;0.3L2 \A1;0.15L2 \A1;0.25L1 \A1;0.25L2 \A1;L1 \A1;L2 \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;2' \A1;2' \A1;2' \A1;2' \A1;1' \A1;1' \A1;6" \A1;1'-3" \A1;3'-4\S1/2;" \A1;1' \A1;2'-3" \A1;2'-1\S1/2;" \A1;1' \A1;2'-3" \A1;3'-4\S1/2;" \A1;6" \A1;1'-3" \A1;3'-4\S1/2;" \A1;1' \A1;2'-3" \A1;2'-1\S1/2;" \A1;6" \A1;1'-3" \A1;3'-4\S1/2;" \A1;1' \A1;2'-3" \A1;2'-1\S1/2;" \A1;1' \A1;1' \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;9" \A1;9" \A1;9" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;9" \A1;9" \A1;9" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;9" \A1;9" \A1;9" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;9" \A1;9" \A1;9" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;9" \A1;9" \A1;9" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;9" \A1;1'-3" \A1;9" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;1'-3" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;9" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;EFFECTIVE SPAN L1 \A1;EFFECTIVE SPAN L2 \A1;0.25L1 \A1;0.25L1 \A1;0.25L2 \A1;0.15L2 \A1;0.25L1 (STRPS ZONE-1) \A1;ZONE-2 \A1;0.25L1 (STRPS ZONE-3) \A1;CLEAR SPAN \A1;0.15L2 \A1;0.25L3 \A1;0.25L2 \A1;0.15L3 \A1;EFFECTIVE SPAN L3 \A1;0.25L2 (STRPS ZONE-3) \A1;ZONE-2 \A1;0.25L2 (STRPS ZONE-1) \A1;3'-10" \A1;5'-3" \A1;4.5" \A1;2'-6" \A1;0.1L1 \A1;0.15L1 \A1;h \A1;2' \A1;L1 \A1;L2 \A1;(LONGITUDINAL BAR LAP ZONE) \A1;>h/4 \A1;1'6" \A1;1'6" \A1;>h/4 \A1;L1 \A1;To suit site condition \A1;L1 \A1;2' \A1;4" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;7'-6" \A1;40'-3" \A1;8'-6" \A1;13'-2" \A1;11'-1" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;5'-9" \A1;15'-3" \A1;9'-6" \A1;4\S1/2;" \A1;4\S1/2;" \A1;4\S1/2;" \A1;7\S1/2;" \A1;4\S1/2;" \A1;7\S1/2;" \A1;4\S1/2;" \A1;7\S1/2;" \A1;7\S1/2;" \A1;4\S1/2;" \A1;4\S1/2;" \A1;4\S1/2;" \A1;4\S1/2;" \A1;4\S1/2;" \A1;4\S1/2;" \A1;4\S1/2;" \A1;9" \A1;1' \A1;9" \A1;1' \A1;9" \A1;1' \A1;9" \A1;1' D 4" COLUMN BARS RCC COLUMN FGL 4" TK. P.C.C 1:5:10 MAIN REINFORCEMENT C OF FOOTING/COL/GRID L 4" 4" B 4" 4" L B A \T0.8;MAIN REINFORCEMENT(B- DIRECTION) \T0.8;MAIN REINFORCEMENT(L- DIRECTION) C OF FOOTING/ L COL/GRID FOOTING LINE P.C.C LINE C OF FOOTING/COL/GRID RCC COLUMN 1'6" 1'6" 4" L TYPICAL FOOTING SECTION TYPICAL FOOTING DETAIL DEPTH UP TO HARD STRATUM D 1'0" B 3'6" FOOTING SIZE 3'9" L FOOTING F1 MARK SL.NO. 1 3'9" 4'0" F2 F3 2 3 MAIN REINFORCEMENT Y10 @ 8" C/C Y10 @ 6" C/C "L" DIRECTION "B" DIRECTION SIZE COLUMN 9"x1'0" 9"x1'0" 9"x1'0" FOOTINGS SCHEDULE: 1'0" Y10 @ 6" C/C 4'0" 4'3" Y10 @ 6" C/C Y10 @ 6" C/C 1'3" Y10 @ 8" C/C 1 2 3 4 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 C B A 5 5 5 C B A 5 5 5 F2 F2 F2 5 5 5 5 5 5 5 5 F1 F1 F1 F1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F3 5 5 5 5 EXISTING BUILDING \A1; 5 FOOTING LAYOUT 5 5 SB-1 SB-1 SB-2 SB-2 SB-3 SB-1 SB-1 <> <> 3 -Y16(Thro) Y8 @ 6" c/c ECCENTRIC FOOTING 3 -Y16(Thro) BEAM - SB2 DETAILS <> <> 2 -Y16(Thro) Y8 @ 6" c/c ECCENTRIC FOOTING 2 -Y16(Thro) BEAM - SB3 DETAILS <> <> 2 -Y16(Thro) Y8 @ 6" c/c ECCENTRIC FOOTING 2 -Y16(Thro) BEAM - SB1 DETAILS 5 5 5 PB4 - 0'-9" x 1'-3" PB7 - 0'-9" x 1'-3" B11 - 0'-9" x 0'-9" PB11 - 0'-9" x 1'-3" B A 4 5 4 5 5 B A PB11 - 0'-9" x 1'-0" GROUND FLOOR PLANFLOOR PLAN (SCALE 1:50) A 1 2 3 4 5 6 7 8 9 \W0.39048; 10 \W0.10476; 11 \W0.39048; 12 \W0.39048; 13 \W0.43810; 14 \W0.39048; 15 \W0.39048; 16 UP 5 5 A 5 5 5 5 5 5 5 5 5 BRICK WORK PB11 (9"x1'0") B11 (9"x9") 1 3 4 5 6 7 8 10 12 14 16 17 FLIGHT -01 FLIGHT -02 5 5 5 5 5 5 5 FLIGHT -02-02 (SCALE 1:25) FLIGHT -01-01 (SCALE 1:25) B11 (9"x9") PB11 (9"x1'0") 5 \LSECTION (SCALE 1:50) Y12@6"C/C Y12@6"C/C Y12@6"C/C Y12@6"C/C Y12@6"C/C Y8@8"C/C 5 Y8@8"C/C Y8@8"C/C Y8@8"C/C 5 Y12@6"C/C Y12@6"C/C Y12@6"C/C 5 Y8@8"C/C Y12@6"C/C Y12@6"C/C Y8@8"C/C 5 5 5 \W0.39048; 17 0.1L1 0.15L1 0.3L1 0.15L1 0.3L2 0.15L2 0.25L1 0.25L2 EDGE BEAM INTERMEDIATE BEAM L1 L2 DISTRIBUTION BARS AT TOP *(MINIMUM TWO BARS) TYPICAL SLAB REINFORCEMENT DETAILS BAR REINFORCEMENT 1 MARK SLAB REINFORCEMENT 2 3 4 Y8@8" C/C -ALTERNATE BARS CRANKED Y10@8" C/C Y8@8" C/C Y10@8" C/C -ALTERNATE BARS CRANKED PROVIDE Y8/8" C/C - AS DISTRIBUTORS UNLESS NOTED OTHERWISE BOTTOM REINFORCEMENT TOP REINFORCEMENT FIRST FLOOR LEVEL SLAB REINFORCEMENT DETAILSFLOOR LEVEL SLAB REINFORCEMENT DETAILS 1 2 3 4 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 C B A 5 5 5 C B A 5 5 5 1 2 3 4 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 C B A 5 5 5 C B A 5 5 5 TERRACE FLOOR LEVEL SLAB REINFORCEMENT DETAILSFLOOR LEVEL SLAB REINFORCEMENT DETAILS 5 5 2 2 2 2 2 2 2 1 5 5 2 2 1 5 5 1 2 2 5 5 5 1 2 3 5 4 5 5 5 4 5 5 4 3 5 5 5 1 2 3 5 4 5 5 5 5 5 1 2 3 5 4 5 5 2 5 5 1 2 2 EXISTING BUILDING EXISTING BUILDING MID LHS RHS BEAM - B1 SIZE BEAM SI.NO 1 9"x1'3" 2 9"x1'3" 3 9"x1'3" 4 9"x1'3" 5 9"x1'3" 6 9"x1'3" 7 9"x1'3" 5 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro) 2 -Y12(Thro) Y8 @ 10" c/c 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 2 -Y12(Thro) Y8 @ 10" c/c 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 2 -Y12(Thro) Y8 @ 10" c/c 2 -Y12(Thro)+ 1 - Y12(Extra) 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro)+ 2 - Y16(Extra) 5 2 -Y12(Thro) Y8 @ 10" c/c 2 -Y12(Thro)+ 1 - Y12(Extra) 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro) 5 Y8 @ 10" c/c 2 -Y12(Thro) 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 MID LHS RHS BEAM - B8 SIZE BEAM SI.NO 8 9"x1'3" 9 9"x1'3" 10 9"x1'3" 11 9"x9" 12 9"x1'3" BEAM - B2 BEAM - B3 BEAM - B4 BEAM - B5 BEAM - B6 BEAM - B7 FLOOR & TERRACE BEAM REINFORCEMENT SCHEDULE: BEAM - B9 BEAM - B10 BEAM - B11 BEAM - B12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 2 -Y12(Thro) Y8 @ 10" c/c 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro) 5 5 5 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 2 -Y12(Thro) Y8 @ 10" c/c 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 5 5 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 2 -Y12(Thro) Y8 @ 10" c/c 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 5 5 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro) 5 2 -Y12(Thro) Y8 @ 10" c/c 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro) 5 5 5 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro) 5 2 -Y12(Thro) Y8 @ 10" c/c 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro) 5 5 5 5 Y8 @ 4" c/c 2 -Y12(Thro) 5 2 -Y12(Thro) Y8 @ 10" c/c 2 -Y12(Thro) 5 Y8 @ 4" c/c 2 -Y12(Thro) 2 -Y12(Thro) 5 5 5 5 5 5 2 -Y12(Thro) 2 -Y12(Thro) Y8 @ 4" c/c 5 5 2 -Y12(Thro) 2 -Y12(Thro) Y8 @ 10" c/c 5 5 2 -Y12(Thro) 2 -Y12(Thro) Y8 @ 4" c/c 2 -Y12(Thro)+ 2 - Y10(Extra) 2 -Y12(Thro)+ 2 - Y10(Extra) 2 -Y12(Thro)+ 2 - Y10(Extra) 2 -Y12(Thro)+ 2 - Y10(Extra) 2 -Y12(Thro)+ 2 - Y16(Extra) 2 -Y12(Thro)+ 2 - Y10(Extra) 2 -Y12(Thro)+ 2 - Y10(Extra) 2 -Y12(Thro)+ 2 - Y10(Extra) 2 -Y12(Thro)+ 2 - Y10(Extra) 2 -Y12(Thro)+ 2 - Y12(Extra) 2 -Y12(Thro)+ 2 - Y12(Extra) 2 -Y12(Thro)+ 2 - Y16(Extra) EFFECTIVE SPAN L1 EFFECTIVE SPAN L2 0.25L1 Ld 0.25L1 0.25L2 0.1L1 0.15L1 0.15L2 0.25L1 (STRPS ZONE-1) ZONE-2 0.25L1 (STRPS ZONE-3) END SPAN(LHS) MID SPAN MID SPAN END SPAN(RHS) CLEAR SPAN 0.15L2 0.25L3 0.25L2 0.15L3 EFFECTIVE SPAN L3 0.25L2 (STRPS ZONE-3) ZONE-2 0.25L2 (STRPS ZONE-1) END SPAN(LHS) END SPAN(RHS) END SPAN(LHS) END SPAN(LHS) MID SPAN MID SPAN END SPAN(RHS) END SPAN(RHS) TYPICAL LONGITUDINAL SECTION DETAILS FIRST FLOOR LEVEL BEAM LAYOUTFLOOR LEVEL BEAM LAYOUT SLAB THICKNESS - CONCEALED BEAM- 1 2 3 4 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 C B A 5 5 5 C B A 5 5 5 B1 0'-9"x1'-3" B2 0'-9"x1'-3" B3 0'-9"x1'-3" B5 0'-9"x1'-3" B8 0'-9"x1'-3" B7 0'-9"x1'-3" B4 0'-9"x1'-3" B6 0'-9"x1'-3" B12 0'-9"x1'-3" B11 0'-9"x0'-9" B9 0'-9"x1'-3" B10 0'-9"x1'-3" 5 5 4.5'' 4.5'' 4.5'' CONCEALED BEAM CB- 9" 4.5" 2 - Y12(Thro) 2 - Y12(Thro) Y8 @ 8" c/c CB CB EXISTING BUILDING 4.5'' 1 2 3 4 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 C B A 5 5 5 C B A 5 5 5 4.5'' B1 0'-9"x1'-3" B2 0'-9"x1'-3" B3 0'-9"x1'-3" B5 0'-9"x1'-3" B8 0'-9"x1'-3" B7 0'-9"x1'-3" B4 0'-9"x1'-3" B6 0'-9"x1'-3" B12 0'-9"x1'-3" B11 0'-9"x0'-9" B9 0'-9"x1'-3" B10 0'-9"x1'-3" 4.5'' 4.5'' 4.5'' EXISTING BUILDING TERRACE FLOOR LEVEL BEAM LAYOUTFLOOR LEVEL BEAM LAYOUT 5 TYPICAL COLUMN DETAILS h 2' L1 L2 (LONGITUDINAL BAR LAP ZONE) >h/4 1'6" 1'6" >h/4 PLINTH LVL. ROOF SLAB LVL. L1 P.C.C 1:5:10 To suit site condition L1 2' 4" NOTE: 1. ALL COLUMN TIES Y8 @ 4" C/C AT L1 PORTION 2. ALL COLUMN TIES Y8 @ 8" C/C AT L2 PORTION COLUMN LAYOUT COLUMN MARK SL.NO. SIZE COLUMN UP TO FIRST FLOOR LEVEL REINFORCEMENT MAIN COLUMN SHAPE ABOVE FIRST FLOOR LEVEL REINFORCEMENT MAIN COLUMN SHAPE 1 COLUMN REINFORCEMENT DETAILS 6 Nos Y12 C1 0'9"x1'0" 1 2 3 4 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 C B A 5 5 5 C B A 5 5 5 C1 5 5 C1 5 5 C2 5 5 C1 5 5 C2 5 5 C2 5 5 C1 5 5 C1 5 5 5 5 5 5 2 4 Nos Y16 0'9"x1'0" C2 2 Nos Y12 + 6 Nos Y12 5 5 5 5 4 Nos Y16 2 Nos Y12 + EXISTING BUILDING

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, DETAIL, details, drawings, DWG, FOUNDATION, foundations, fundament, house, structural