Is $1,300 to consult an engineer for load distribution a fair price?

This quote outlines the necessary work to address structural deficiencies identified during a structural engineer's inspection of a newly built deck, which was intended to support a hot tub. The engineer concluded the deck would not safely support a hot tub and requires significant remediation. The proposed work includes: - Replace ledger and attachment: Approximately 5 feet of 2x8 ledger is undersized and attached to brick veneer, which is deemed unacceptable. This section was added to extend the deck, with the remaining ~20 feet tied into the house via the original joist from the old deck. - Add two new beams and six 6x6 posts: Required for hot tub support. Existing beams are undersized, plywood/2x framing used as fillers are prone to rot, some posts appear encased in concrete instead of on standoff brackets, and footer sizes for hot-tub loads cannot be verified. - Replace stairs: Composite treads over PT wood are expected to rot soon, and risers are approximately 9.5 inches, exceeding the 7.75-inch code maximum. - Remove and reinstall decking and railings to add proper joists: Joist splices are not over a beam/post and require reworking. - Install new hurricane ties and correct fasteners.

This quote is for building a 20x12 elevated deck. The scope of work includes: - Deck Dimensions: 20 feet by 12 feet - Elevation: 6-7 feet high - Access: Flight of stairs down to ground level - Demolition: Removal of an existing metal stairwell

The contractor recommended pouring concrete 2ft deep to address the issues with ground settling and ensure the long-term safety of the deck, especially considering the North NJ winters. - Scope of Work: Pour concrete 2ft deep - Purpose: Stabilize the deck foundation - Rationale: Mitigate soil erosion and ensure safety in North NJ winters