Design & Engineering

Design & Engineering

Solar System Design: Sizing & Structural Requirements

This guide covers the two critical first steps in solar system design: determining how many panels are required to meet energy goals and ensuring the installation site is structurally sound.


Part 1: Sizing Your System (Annual kWh vs. Panel Count)

Designing a solar array is not just about fitting as many panels as possible on a roof. It starts with a target energy output (kWh) and working backward to determine the hardware requirements.

1. Determine Annual Energy Consumption (kWh)

Before selecting hardware, review the site's electricity usage history.

  • Look at the last 12 months: Total the kilowatt-hours (kWh) found on utility bills.

  • Adjust for future usage: If an EV charger, heat pump, or pool will be added, increase the target kWh accordingly (typically by 15–25%).

2. Calculate Required System Size (kW)

To convert energy needs (kWh) into system power (kW), you must account for local sunlight conditions, known as "Peak Sun Hours."

System Size (kW)=Average Daily Sun Hours×365×Derate FactorAnnual kWh Target

Note: The Derate Factor (usually ~0.75 to 0.82) accounts for real-world inefficiencies like wiring loss, inverter efficiency, shading, and soil/dust on panels.

3. Determine Panel Count

Once you have the required System Size (kW), divide by the wattage of the specific panel model you intend to use.

Total Panel Count=Panel Wattage (W)System Size (kW)×1000
  • Example: A 6 kW system using 400W panels requires: (6×1000)/400=15 panels.


Part 2: Structural Considerations

Solar panels add significant weight and change the aerodynamics of a structure. Every design must verify that the building can support these new forces.

1. Roof Load-Bearing Capacity

Adding solar arrays introduces new loads that the roof structure must support.

  • Dead Load: This is the static weight of the PV system itself (panels, racking, clamps, and ballast). Most residential systems add 2.5 – 4 lbs per sq. ft.

  • Live Load: Temporary weights the roof must support, such as snow, rain, or maintenance workers.

  • Engineering Review: Older roofs or those with non-standard framing (e.g., 2x4 rafters) may require structural reinforcement or "sistering" of rafters to handle the additional dead load.

2. Wind Zones and Uplift

Wind does not just push against panels; it tries to lift them off the roof (uplift). Designs must comply with ASCE 7-10/7-16 standards regarding wind speeds.

  • Wind Zones: Roofs are divided into three zones based on wind pressure:

    • Zone 1 (Interior): Lowest pressure. Standard attachment spacing.

    • Zone 2 (Perimeter): Higher pressure. often requires closer attachment spacing.

    • Zone 3 (Corners): Highest pressure/turbulence. Panels should ideally be avoided here, or they require the highest density of attachments.

  • Exposure Categories: You must also categorize the surrounding terrain (e.g., Exposure B for urban/suburban, Exposure C for open terrain/coastlines), as this affects wind velocity calculations.


Summary Checklist for Designers

  • [ ] Obtained 12 months of utility usage data.

  • [ ] Applied appropriate production ratio/derate factor for the region.

  • [ ] Verified panel wattage availability.

  • [ ] Checked rafter size and spacing (e.g., 2x6 @ 24" O.C.).

  • [ ] Identified wind exposure category and edge zones.