TANK PROTOCOL
IS 803 FLOATING ROOF
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IS 803 Floating Roof Design (Appendix D)
Deck design, circulation venting, supporting legs, and appurtenances for pontoon, double-deck, and covered floating roofs (IS 803-1976, Appendix D)
◉ IS 803-1976 APPENDIX D STYLE CHECK · NOT A REGULATORY SUBMISSION TOOL
⚠ Indicative tool only, and distinct from the existing API 650-based floating roof content. India's own domestic requirements, verified directly against this edition's page images. The pontoon buoyancy requirement (§D-3.5: float on SG 0.7 with any two compartments punctured, plus 250mm/24hr rainfall) is shown as a design basis to satisfy, not a formula — the actual volume calculation depends on deck geometry this tool doesn't model.
Identification
Research entries stay private to you for practice/testing. Switch to Official once this is a real design your company should see.
Scope & Deck Design (§D-1.2, §D-3.1, §D-3.4, §D-3.5)
Result
Maximum product vapor pressure for floating roof use12.25 N/cm² (1.25 kgf/cm²)
Minimum deck plate thickness5 mm (40 kg/m² plate)
Minimum drainage slope, top decks5 mm per 300 mm (1 in 60)
Pontoon buoyancy design basisSG 0.7, any 2 compartments punctured, primary drainage inoperative, + 250mm rainfall/24hr (no compartments punctured)
Circulation Vents — Covered Floating Roof (§D-6.2)
Vents located above the floating roof seal when the tank is full: maximum 10m spacing, minimum 4 equally spaced. Total open area ≥ 600 cm² per metre of tank diameter.
Result
Tank circumference
Minimum number of circulation vents
Minimum total open area
Fixed-roof centre/high-point vent (separate, fixed)min. 325 cm², weather-covered
Supporting Leg Design Loads (§D-7.2)
⚠ Value as printed looks anomalous — verify independently before use. This edition states 1250 N/cm² (125 kgf/cm²) for single- and double-deck roofs. Both units in that pairing are internally consistent with each other (cm² throughout), so this isn't a transcription slip on our end — but the magnitude (≈12.5 MPa) is roughly 10,000× larger than every comparable roof live load elsewhere in this same document, including §6.4.2.1's fixed-roof load (1225 N/m²) and this appendix's own pan-type roof value two sentences later (625 N/m²). This has the signature of a units printing error in the original 1976/1984 text (m² likely intended, not cm²) that was never corrected in later reaffirmations. Shown below exactly as printed; do not use without independent verification against your own copy or a structural engineer's judgment.
Result
Single-deck & double-deck roofs (as printed)1250 N/cm² (125 kgf/cm²)
Pan-type roofs (internally consistent, no flag)625 N/m² (62.5 kgf/m²)
Drains, Ladders & Manholes (§D-4, §D-5, §D-8, reference)
Primary drain: hose, jointed, or siphon type, with check valve near the roof end on single-deck/pan-type roofs; minimum size equivalent to one 75mm drain, sized to handle 24-hour maximum rainfall without flooding the deck.

Ladder: self-adjusting to any roof position, full roof travel; if a rolling ladder, full-length handrails both sides, designed for a 450kg mid-point load in any operating position.

Roof manhole: at least one on single-deck/double-deck roofs, minimum 600mm internal diameter, tight-gasketed and bolted cover.
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