FOOTING DETAIL DRAWINGS

MAYANK'S HOUSE  ·  FARIDABAD, HARYANA  ·  G+1 RESIDENTIAL  ·  IS:456 / IS:1080

DWG: MH-FDN-02

DATE: 01.03.2026
SCALE: NTS · ALL DIMS IN mm
REV: 00

F1 — CORNER FOOTING
F2 — EDGE FOOTING
F3 — STAIR ZONE FOOTING
PLINTH BEAM DETAIL
COMPARISON
1500
WIDTH (mm)
450
DEPTH (mm)
1500
DEPTH BGL (mm)
4
QTY (CORNERS)
PLAN
▸ F1 — PLAN VIEW (TOP)
1500 mm 1500 mm 230 12φ @ 150mm c/c BOTH WAYS STEP LINE COL 230² = 12φ BAR (SECTION)
SECTION A-A
▸ F1 — SECTION A-A (LONGITUDINAL)
NGL ±0.000 PLINTH BEAM 230×230mm COL 50mm COVER PCC M10 — 100mm FIRM SOIL / HARD MURRAM SBC ≥ 150 kN/m² 1500 BGL 450mm 1500 mm 200mm 1000mm 250mm 1500mm +450 +750 12φ@150 BW A A'
SECTION B-B
▸ F1 — SECTION B-B (TRANSVERSE) + REBAR DETAIL
NGL 50mm CVR 1500 mm 450mm 1000mm 1500mm BASE PCC M10 — 100mm B B' 12φ X-bars 12φ Y-bars
SCHEDULE
▸ F1 — REINFORCEMENT SCHEDULE
F1 — BAR BENDING SCHEDULE BAR Φ(mm) SHAPE NOS LENGTH TOTAL B1 12 11 1400mm 15.4m B2 12 11 1400mm 15.4m C1 16 8 2800mm 22.4m S1 8 16 820mm 13.1m TOTAL STEEL — F1 (per footing) ≈ 68 kg FOOTING PROPERTIES Size: 1500 × 1500 × 450 mm Step 1: 1500 × 1500 × 250 mm Step 2: 1000 × 1000 × 200 mm Pedestal: 230 × 230 × 300 mm Grade: M20 concrete / Fe415 steel Cover: 50mm (footing) clear
1200
WIDTH (mm)
400
DEPTH (mm)
1500
DEPTH BGL (mm)
14
QTY (EDGE/INT)
PLAN
▸ F2 — PLAN VIEW (TOP)
1200 mm 1200 mm 12φ @ 175mm c/c BOTH WAYS COL 230² STEP = 12φ BAR (SECTION)
SECTION A-A
▸ F2 — SECTION A-A (LONGITUDINAL)
NGL ±0.000 230×230 COLUMN PCC M10 — 100mm FIRM SOIL / HARD MURRAM 1500 BGL 400mm 1200 mm 170mm 850mm 230mm 1200mm PB 230×300 12φ@175 BW +450 +750 A A'

F2 — REINFORCEMENT SCHEDULE & PROPERTIES

BARΦ (mm)TYPENOSLENGTHTOTAL LENGTHWEIGHT
B112Bottom mesh — X dir 91100mm9.9m8.8 kg
B212Bottom mesh — Y dir 91100mm9.9m8.8 kg
C116Column vertical bars 62600mm15.6m24.6 kg
S18Column stirrups 14760mm10.6m4.2 kg
TOTAL STEEL — F2 (per footing) ≈ 46 kg
1000
WIDTH (mm)
350
DEPTH (mm)
1500
DEPTH BGL (mm)
4
QTY (STAIR ZONE)
PLAN
▸ F3 — PLAN VIEW (TOP) — STAIR ZONE
1000 mm 1000 mm STAIR ZONE — LIGHTER LOAD 10φ @ 200mm c/c BOTH WAYS STRAP BEAM
SECTION A-A
▸ F3 — SECTION A-A + STRAP BEAM CONNECTION
NGL ±0.000 230×230 COLUMN STRAP BEAM 230×300 PCC M10 — 100mm FIRM SOIL 1500 BGL 350mm 1000 mm 700mm 1000mm BASE 10φ@200 BW A A'

F3 — REINFORCEMENT SCHEDULE (STAIR ZONE)

BARΦ (mm)TYPENOSLENGTHTOTALWEIGHT
B110Bottom mesh — X dir7900mm6.3m3.9 kg
B210Bottom mesh — Y dir7900mm6.3m3.9 kg
C112Column vertical bars62600mm15.6m13.8 kg
S18Column stirrups14700mm9.8m3.9 kg
TOTAL STEEL — F3 (per footing) ≈ 26 kg
230
WIDTH (mm)
300
DEPTH (mm)
+450
LEVEL (mm)
M20
CONCRETE GRADE
CROSS SECTION
▸ PLINTH BEAM — CROSS SECTION
16φ 16φ 16φ 12φ 12φ WALL ABOVE 230 mm 300 mm 40mm COVER 8φ @ 150mm 3 × 16φ BOTTOM BARS 2 × 12φ TOP BARS
LONGITUDINAL
▸ PLINTH BEAM — LONGITUDINAL VIEW (SPAN TYPICAL)
NGL +450mm (ENTRANCE LVL) +750mm (PLINTH LVL) COL-1 COL-2 SPAN (varies: 1800 – 2800mm) 300mm 2-12φ TOP 3-16φ BOTTOM 8φ @150 150
F1 — CORNER
▸ F1 SIDE VIEW
NGL 1500mm 450mm F1 — CORNER 1500×1500×450mm 12φ @ 150 BW · 4 NOS ≈ 68 kg steel each
F2 — EDGE
▸ F2 SIDE VIEW
NGL 1200mm 400mm F2 — EDGE 1200×1200×400mm 12φ @ 175 BW · 14 NOS ≈ 46 kg steel each
F3 — STAIR
▸ F3 SIDE VIEW
NGL STRAP BEAM 1000mm 350mm F3 — STAIR 1000×1000×350mm 10φ @ 200 BW · 4 NOS ≈ 26 kg steel each

COMPLETE FOOTING SCHEDULE — MAYANK'S HOUSE

TYPESIZE (mm)DEPTHBGLREBARCOVERCONCRETESTEEL/PCQTYTOTAL STEEL
F11500×1500×450450mm1500mm 12φ@150 BW50mmM2068 kg 4272 kg
F21200×1200×400400mm1500mm 12φ@175 BW50mmM2046 kg 14644 kg
F31000×1000×350350mm1500mm 10φ@200 BW50mmM2026 kg 4104 kg
TOTAL FOOTING STEEL (all 22 footings) 22 ≈ 1020 kg
+ Plinth beams + Strap beams steel ≈ 320 kg
GRAND TOTAL — FOUNDATION STEEL ≈ 1340 kg

GENERAL NOTES

  • All footings: M20 concrete / Fe415 TMT steel
  • PCC M10 — 100mm levelling bed below all footings
  • Soil bearing capacity assumed ≥ 150 kN/m²
  • Anti-termite treatment before PCC laying
  • Minimum clear cover to main steel: 50mm
  • Footing depth: 1500mm below NGL (verify local)
  • All excavation: 300mm wider than footing on each side
  • Backfill in 150mm compacted layers

CODE REFERENCES

  • IS:456-2000 — Plain and RCC design
  • IS:1080-1985 — Isolated footing design
  • IS:1893 — Seismic zone considerations
  • IS:875 — Load combinations
  • IS:2911 — Not applicable (shallow found.)
  • Rebar: IS:1786 — Fe415 TMT bars
  • Cement: IS:12269 — 53 grade OPC
  • Aggregates: IS:383 — 20mm coarse max
MAYANK'S HOUSE — FOOTING DETAIL DRAWINGS · DWG: MH-FDN-02 F1: 1500×1500×450 · F2: 1200×1200×400 · F3: 1000×1000×350 · PB: 230×300 DATE: 01.03.2026 · IS:456 / IS:1080 · ALL DIMS IN mm