This SOP outlines the correct steps for auditing Retrofit tickets involving structural sistering or reinforcement. Retrofits are required when engineering has identified rafters or trusses that require strengthening to support the additional loads of a PV array.
This SOP is paired with the Retrofit Training section below.
This procedure applies to all auditors reviewing retrofit work, whether completed by internal crews or external contractors.
Engineering Plans (S-3 Roof Plan / S-4 Structural Details)
AHJ and structural engineering requirements (found in Highline)
Before reviewing photos or inspecting the work, the auditor must:
Navigate to page S-3 (Roof Plan)
Navigate to page S-4 (Structural Details)
On S-3 (Roof Plan):
Light blue callouts indicate what roof sections the retrofit reinforcement is required. (see the Image example drop down for an example photo)
For call outs that expand across multiple, will typically cover both roof sections. (see the Image example drop down for an example photo)
Each callout will include:
A detail reference number (top part of the call out) (see the Image example drop down for an example photo)
A page number (bottom part of the call out) (see the Image example drop down for an example photo)
Example: “4/S-4” = Detail 4 on page S-4
For each identified callout, confirm whether the engineer requires:
Partial sistering
Full-length sistering
Lap-spliced sistering
Other reinforcement (blocking, of supported rafters, etc.)
This information will be listed in the notes on S-4 Structural Details.
Retrofit reinforcement can include partial sistering, full-length sistering, lap-spliced sistering, or blocking.
Below are the definitions and audit requirements for each.
A short reinforcement member attached alongside the existing rafter, typically positioned directly beneath the PV array footprint.
Centered under the array location shown on S-3.
Lumber size matches engineering.
Nail pattern:
6” O.C.
Staggered
The length of the partial sisters needed is listed on the same page as the detail in the top left corner. (see the Image example drop down for an example photo)
A reinforcement member installed the full length of the rafter, or lap-spliced sisters to achieve full-length reinforcement.
Full-length sister or lap splice per S-4 details.
Nail pattern:
(3) nails grouped at each end
6” O.C. staggered along the remainder
Splice overlaps must meet the engineered minimum (commonly 24–48”, check plans).
Blocking is installed between trusses to provide adequate lag embedment and to reinforce the attachment point where module mounts will be fastened.
Blocking may not be required if there are already sufficient rafters beneath each PV array attachment to achieve a minimum of 2.5” lag embedment OR the type of mounts that we are using.
If blocking is required per engineering:
Install 2x6 blocking between box trusses under the areas receiving lag screws and must be installed before the attachments go into the roof.
Fasten each block at both ends using one of the following approved methods:
(3) 16d sinker nails into the existing vertical truss member OR
(1) Simpson A34 clip at each end of each block (installed per manufacturer specs)
Also to keep in mind is that if they can get the lags to go into truss top chords, then we should be good to proceed without blocking!
Overview of each retrofitted rafter
Nail pattern details
Splice overlap photos (if applicable)
Full completion photos
For blocking that they are tight-fitted, level, and installed directly between truss webs. The 16d sinkers properly installed OR the Simpson A34 clip properly installed.
No split lumber or overdriven fasteners.