T-cantilever solar carport on the top deck of a parking structure at dusk

Solar carports · T-cantilever

TITAN. Two rows of parking nose to nose.

The TITAN carries the array over a double row from a single central column line, so one structure shades four spaces and the drive aisles on both sides stay open. It is the most efficient geometry per square foot of canopy and the usual choice for the interior rows of a large lot.

At a glance

TITAN: t-shape, double column, double cantilever.

System
TITAN
Geometry
T-shape, double column, double cantilever
Covers
Two rows of parking nose to nose, four spaces per bay, repeatable side by side
Steel
10 ga galvanized box steel, or HSS A36 (primed, galvanized, or hot-dip)
Tilt
0°, 5°, or 10°
Clearance
8 ft 6 in to 15 ft
Foundations
Caisson or spread footing, in-ground or on a parking structure

Best for

  • Interior double rows of large surface lots
  • Retail centers, campuses, and public facilities
  • Fleet yards and transit facilities
  • Maximum array area per column
Dimensioned diagram of a T-cantilever carport over two rows of parking
Dimensioned bay, manufacturer diagram
Isometric drawing of a T-cantilever carport system
Isometric, manufacturer drawing

Specifications

Manufacturer-published values for both steel systems.

Project engineering is site-specific: wind exposure, seismic category, soil, and module selection set the final member sizes and footing design.

Galvanized box steel system

Columns
10 gauge galvanized box steel
Beams
10 gauge galvanized box steel
Purlins
Galvanized or plain steel, slide-in solar purlins
Finish
G90 galvanized, no painting required
Tilt
0° or 10° (5° available)
Connections
Bolted, no field welding, no welding inspections

HSS structural steel system

Columns
HSS, ASTM A36 grade
Beams
HSS, ASTM A36 grade
Purlins
16 gauge AISI cold-rolled G90 galvanized steel
Finish
Primed, hot-dip galvanized, or standard galvanized
Tilt
Fixed slope up to 10°
Connections
Bolted, direct-tension indicators

Common to both systems

Wind
Modular designs rated to 110 mph
Code basis
ASCE 7 wind and seismic loads, engineered per jurisdiction
Clearance
8 ft 6 in to 15 ft under the beam
Foundations
Reinforced concrete caisson or spread footing, 2,500 psi minimum, all soil types
Mounting
In-ground lots or on parking structures
Modules
Compatible with any framed PV module
Listing
UL 2703 listed racking system
Engineering
Complete engineering resources and pre-stamped certified letters; designs available in all 50 states
Warranty
Manufacturer limited warranty on the structure, with a design life beyond 20 years