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Truckee Back Deck Rebuild

Project Overview

Work began with full demolition of the existing 368-square-foot rear deck. The old decking, framing, ledger, and peeled-log railing were removed down to bare ground, along with the original timber stair and treads. The existing concrete footings were broken out to grade to clear the way for a new engineered foundation.


Eight new spread footings were laid out per the engineered plan and hand-excavated to a 24-inch depth through the site's decomposed granite and cobble soil, working carefully around the pines flagged to remain in place. Rebar cages were cut, bent, and tied on site, then set inside Sonotube forms with Simpson CB66 post base anchors before pouring with an on-site mud mixer. A small concrete landing pad was also formed and poured at the base of the new stair location.


The ledger was reattached to the house with Z-flashing and a self-adhering waterproof membrane, then eight 6x6 posts were set on the new footings to carry two spliced 6x10 beams. Eighteen 4x8 joists were hung at 16 inches on center in Simpson hangers, with sistered joists and field-adjusted layouts where the framing had to route around the retained trees. Simpson tension ties anchored the ledger back into the house framing, and solid blocking was added atop the beams.


Huber ZIP System flashing tape was run across every joist, beam, and ledger top before decking went down, sealing the fastener penetrations and keeping water off the framing where rot typically starts.


Redwood decking was cut and fit around the retained trees and fastened down, with redwood fascia wrapped around the full perimeter. Heavy-timber stair stringers and treads were built to match the cabin's existing rustic character, landing on the new concrete pad.


In place of a standard guard rail, the open edge of the deck was built out with bench seating: nine shaped redwood seat posts were through-bolted to the fascia and blocking, with continuous redwood seat treads running the full open perimeter.

Materials Used

Foundation

  • 8 poured concrete spread footings with Simpson CB66 post base anchors

  • #4 rebar reinforcement cages

  • Sonotube pedestal forms

  • Concrete stair landing pad


Structural Framing

  • 3x10 pressure-treated Douglas Fir ledger with Z-flashing and self-adhering waterproof membrane

  • 6x6 Douglas Fir #1 posts (8) on new concrete footings

  • 6x10 Douglas Fir #1 FOHC beams, spliced at interior posts

  • 4x8 Douglas Fir #2 joists at 16 inches on center

  • Simpson structural connectors: CCQ66SDS2.5 column caps, ECC66 end caps, HUC48/HU48 hangers, A35Z framing angles, DTT1Z deck tension ties, LSTA24 straps

  • Solid blocking atop beams


Joist Protection

  • Huber ZIP System flashing tape on all joist, beam, and ledger tops

  • Aluminum Z-flashing at the ledger-to-house transition


Decking & Fascia

  • 2x6 Construction Heart Redwood decking, cut around retained trees

  • 2x12 Construction Heart Redwood fascia around the full perimeter

  • GRK Silver Star deck screws


Stairs

  • 4x12 Douglas Fir heavy-timber stair stringers and treads

  • Concrete landing pad at the stair base

  • Graspable redwood handrail


Bench Railing

  • 4x14 Construction Heart Redwood shaped seat posts (9), angled face detail

  • 2x6 Construction Heart Redwood seat treads, mitered corners

  • Pressure-treated blocking between joists at post locations

  • Through-bolted hardware with hot-dip galvanized plate washers

Challenges & Solutions

A few site conditions shaped how this deck went back together.

  • Hand-excavating eight footings through Tahoe Donner's decomposed granite and cobble soil, breaking through hardpan by hand to reach the required 24-inch depth

  • Framing had to route around several mature pines flagged to remain on the engineered plan, which meant sistered joists and field-adjusted layouts at each tree location

  • The engineered plan set went through more than one revision before construction could begin, and the footing and framing layout had to follow the final design exactly

  • The open perimeter was built as bench seating engineered for a 200-pound point load rather than a standard code guard rail, a different structural detail than a typical deck railing

The completed deck replaces a non-engineered, original structure with a fully engineered rebuild that keeps the site's mature pines intact and adds seating built into the deck itself.

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