11.55 kW Ballasted Flat Roof Solar Mounting Project in Japan

Japan Project Case Study

11.55 kW Ballasted Flat Roof Solar Project in Japan

This 11.55 kW rooftop project used 21 large-format 550 W modules arranged in three rows of seven. The mounting design paired 30° aluminum triangle frames with rails, module clamps, grounding parts and ballast plates, using a 34 m/s design wind speed and a 30 cm snow condition as project inputs.

11.55 kW rooftop PV mounting project in Japan
21 × 550 W Large-format modules on a 30° project-specific rooftop support structure.
Project at a Glance

Confirmed Project Parameters

The final project records define the module format, array arrangement, environmental inputs and main mounting components used for the order.

11.55 kWDC capacity
21PV modules
550 WModule power
3 × 7Array layout
30°Module tilt
34 m/sDesign wind speed
30 cmSnow condition
JapanProject location
Design Requirements

Large Modules and a 30° Tilt Required a Project-Specific Layout

The selected modules measured 2411 × 1134 × 35 mm. Their size and frame thickness affected rail position, clamp selection and the geometry of the supporting triangle assemblies.

The final drawing organized the modules into three seven-module rows. The mounting design was then coordinated around the confirmed array, rather than carrying forward quantities from an earlier layout revision.

  • 2411 × 1134 × 35 mm framed modules
  • Three rows with seven modules per row
  • 30° fixed-tilt aluminum triangle assemblies
  • 34 m/s wind-speed input and 30 cm snow condition
  • Rails, clamps, grounding parts and ballast plates matched to the final BOM
Final three-row layout for 21 PV modules
Mounting Configuration

How the Structural Components Worked Together

The final bill of materials combined the primary support frame with module rails, fastening components, electrical bonding parts and ballast interfaces as one coordinated assembly.

01

30° Triangle Assemblies

Al6005-T5 structural members formed the fixed-tilt support geometry for the rooftop array.

02

Y50 Rails & Splices

Module-support rails and rail connectors created practical continuous support across the three rows.

03

Clamps & Grounding Parts

35 mm module clamps, grounding clips and conductive components were matched to the confirmed module frame and rail interface.

04

Ballast Plates & Fasteners

Ballast plates and project fasteners completed the roof-support concept defined in the final mounting package.

Engineering Workflow

From Layout Revision to Final BOM

The project records show a design process in which the mounting quantities were updated after the module and array configuration were confirmed.

01

Initial Concept

The first stage established the rooftop triangle-frame concept, rail direction and ballast interface.

02

Layout Revision

The module and array configuration were revised so the design reflected the actual project arrangement.

03

Final Drawing & BOM

The confirmed 21-module layout was translated into final quantities for frames, rails, clamps and related parts.

04

Order Preparation

The final configuration then moved into order confirmation and packing preparation.

Technical Summary

Project Specification Table

These values describe this specific project and should not be treated as universal limits for other roofs or sites.

Project typeBallast-based flat-roof PV mounting project
LocationJapan
Project capacity11.55 kW
Module quantity21 modules
Module power550 W each
Module dimensions2411 × 1134 × 35 mm
Array arrangementThree rows of seven modules
Tilt angle30°
Design wind speed34 m/s
Snow condition30 cm
Project design referenceJIS C 8955:2017
Main structural materialAl6005-T5 aluminum alloy
Fastener / conductive materialsSUS304 stainless steel and project-specific conductive components
Primary mounting componentsTriangle assemblies, Y50 rails, rail connectors, module clamps, grounding parts, ballast plates and fasteners
Documented project stageEngineering design, final BOM, order confirmation and packing preparation
Project Views

Drawings, Components and Packing Reference

The following images illustrate the final array arrangement, support geometry, component set and shipment preparation for the project.

Engineering Takeaways

What This Case Shows

Module dimensions drive mounting details. Rail positions, clamp selection and support geometry should follow the confirmed module specification.
Tilt and environmental inputs need to be reviewed together. The 30° geometry was evaluated together with the project wind-speed and snow inputs.
The final BOM should follow the final array. Updating quantities after layout revisions helps avoid carrying obsolete component counts into production.
Other roofs need their own engineering review. Ballast, attachment method, roof loading and component quantities depend on the actual site and roof structure.
Related Mounting Options

Explore Flat-Roof System Information

Use the related pages below for broader system selection information; this case study remains a record of one specific project configuration.

Planning a Flat-Roof PV Project?

Share the roof layout, module dimensions, required tilt, site wind and snow conditions, allowable roof load and preferred roof interface. The mounting configuration can then be reviewed against the actual project inputs.

  • Roof type and usable area
  • Module size, frame thickness and quantity
  • Required tilt and array orientation
  • Wind and snow design inputs
  • Allowable roof load and structural information
  • Roof-interface or attachment requirements
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