How much water, how fast
Every decision downstream — profile, spouts, cost — is hostage to one number: the effective area your roof actually drains at the rainfall you should plan for. These guides cover the chain from footprint to flow: what the pitch factor assumes, why run splitting changes everything, and how the capacity tables were built.
Effective area: the footprint, corrected
The gutter never carries the whole roof — it carries one run's share, adjusted for pitch. The guide derives the effective-area formula (footprint × √(1 + (pitch ÷ 12)²)), works it at 6:12 and 8:12, and shows why entering the sloped surface instead double-counts and oversizes the system.
Design rainfall: picking the in/hr
A gutter sized for a 2 in/hr cloudburst overflows in the one that arrives at 4. The guide explains rainfall intensity, duration, and return period in plain language, and how to pull a defensible design value for your own address rather than trusting a preset.
Run splitting: hips, gables, and valleys
A gable roof gives two runs, a hip gives four, and each run only carries its share. The guide shows how roof geometry divides the load — and why a big hip roof can still fit 5" gutters on every side while one long gable eave cannot.
Reading the capacity tables
The published planning numbers — a 5" K-style handling ≈5,520 sq ft at 1 in/hr, a 3×4" downspout ≈1,200 sq ft — are ratios, not commandments. The guide shows how to rescale any table to your actual rainfall, and what the near-limit flag means when your load lands within 10% of the ceiling.