Sovereignty Module: Raise the Frame

Complete Timber Framing, Wood Joinery, and Structural Carpentry Guide
The Philosophy of Timber
Timber framing is the art of building structures from heavy timbers joined by interlocking wood joints, without nails, screws, or metal fasteners. A properly framed timber building can stand for centuries (many medieval timber frames are still in use after 500-800 years). This technique requires only trees, hand tools, and knowledge. No hardware store, no power grid, no supply chain. This campaign provides the complete knowledge to design, cut, and raise timber frame structures from barns to houses to bridges.
Chapter 1: Wood Science for Builders
Structural Properties by Species:
| Species | Bending Strength (psi) | Compression (psi) | Weight (lb/ft3) | Durability (ground contact) | Best Use |
|---|---|---|---|---|---|
| White oak | 15,200 | 7,440 | 47 | Excellent (20+ years) | Sills, posts, frames |
| Douglas fir | 12,400 | 7,230 | 34 | Moderate (10-15 years) | Beams, rafters, general framing |
| Eastern white pine | 8,600 | 5,040 | 25 | Poor (5-8 years) | Interior framing, sheathing |
| Yellow pine (longleaf) | 14,500 | 8,470 | 41 | Good (15-20 years) | Heavy structural, sills |
| Black locust | 19,400 | 10,180 | 48 | Exceptional (50+ years) | Posts, sills, ground contact |
| Eastern red cedar | 8,800 | 6,020 | 33 | Excellent (25+ years) | Posts, sills, shingles |
| Hemlock | 11,300 | 5,410 | 28 | Poor (5-8 years) | Interior framing, rafters |
| Ash | 15,000 | 7,410 | 41 | Moderate | Tool handles, bent work |
Timber Selection Rules:
- Straight grain (no spiral, no excessive knots in tension zones)
- Minimal taper (less than 1 inch per 8 feet)
- Sound wood (no rot, no insect damage, no ring shake)
- Proper moisture content (green timber is acceptable for framing if joints are designed for shrinkage; air-dried is ideal)
- Adequate size (timber should be oversized by 10-20% for safety margin)
Shrinkage:
Green (freshly cut) timber shrinks as it dries. Shrinkage is greatest across the grain (tangential: 6-12%, radial: 3-6%) and negligible along the grain (0.1-0.3%). This means:
- A 12-inch wide beam may shrink to 11-11.5 inches across its width
- But its 20-foot length will not change measurably
- Design joints to accommodate cross-grain shrinkage
Chapter 2: Essential Joints
The Mortise and Tenon (most important joint in timber framing):
A rectangular hole (mortise) in one timber receives a rectangular projection (tenon) from another timber. Secured with a wooden peg (drawbore pin).
| Variant | Use | Strength | Complexity |
|---|---|---|---|
| Through mortise and tenon | Beam into post (visible both sides) | Excellent | Moderate |
| Blind (stub) mortise and tenon | Beam into post (hidden) | Good | Moderate |
| Housed mortise and tenon | Beam into post with shoulder housing | Excellent (resists rotation) | High |
| Tusk tenon | Removable connection (wedge-locked) | Good | Moderate |
| Pegged (drawbored) | Standard permanent connection | Excellent | Moderate |
Sizing Rules for Mortise and Tenon:
- Tenon thickness: 1/3 of timber width (a 6-inch timber gets a 2-inch tenon)
- Tenon length: 3/4 of receiving timber width minimum
- Mortise should not remove more than 1/3 of receiving timber's cross-section
- Peg diameter: 1 inch for standard joints (3/4 inch minimum, 1.25 inch for heavy loads)
- Drawbore offset: 1/16 to 1/8 inch (peg hole in tenon offset toward shoulder, pulling joint tight)
The Scarf Joint (lengthening timbers):
When a single timber is not long enough, two timbers can be joined end-to-end with a scarf joint.
| Type | Strength | Use | Complexity |
|---|---|---|---|
| Halved scarf | 50% of solid timber | Light loads, non-structural | Simple |
| Bladed scarf (with keys) | 70-80% of solid timber | Beams, plates | Moderate |
| Stop-splayed scarf | 75-85% of solid timber | Sills, heavy beams | High |
| Tabled scarf | 80-90% of solid timber | Maximum strength needed | Very high |
The Lap Joint:
Two timbers cross or meet with material removed from each so they fit together flush.
| Type | Use | Notes |
|---|---|---|
| Half-lap (crossing) | Where timbers cross at 90 degrees | Each timber reduced by half at crossing |
| Dovetail lap | Beam to sill (resists pulling apart) | Angled shoulders prevent withdrawal |
| Bird's mouth | Rafter to plate (roof framing) | Triangular notch sits on plate |
Chapter 3: Layout and Marking
The Rule of Thirds:
Timber frame joints follow the "rule of thirds": never remove more than 1/3 of a timber's cross-section at any point. This maintains structural integrity.
Layout Tools:
| Tool | Purpose | DIY Alternative |
|---|---|---|
| Framing square | Marking 90-degree angles, rafter cuts | Large wooden triangle (3-4-5 proportions) |
| Marking gauge | Scribing parallel lines at set distance | Stick with nail at measured distance |
| Chalk line | Snapping straight lines on timber | String rubbed with charcoal |
| Plumb bob | Establishing vertical | Any weight on a string |
| Spirit level | Establishing horizontal | Water in a clear tube (water level) |
| Bevel gauge | Transferring angles | Two sticks with a pivot bolt |
The Reference Face System:
Every timber has a designated "reference face" (marked with a symbol). All measurements are taken FROM this face. This ensures that even if timbers vary slightly in size, all joints align correctly because they are all measured from the same reference.
Chapter 4: Cutting Joints by Hand
Essential Tools:
| Tool | Use | Notes |
|---|---|---|
| Crosscut saw (hand) | Cutting across grain (tenon shoulders) | 8-10 teeth per inch |
| Rip saw | Cutting along grain (tenon cheeks) | 5-6 teeth per inch |
| Chisel (1", 1.5", 2") | Chopping mortises, paring tenons | Must be razor sharp |
| Mallet (wooden) | Driving chisels | 2-3 lb head |
| Slick (large chisel, 2-3") | Paring large surfaces | Used with hand pressure only |
| Auger/brace and bit | Drilling peg holes, waste removal | 1" bit for standard pegs |
| Drawknife | Shaping, debarking | Two-handled blade |
| Broadaxe | Hewing round logs to square timbers | Flat on one side |
| Adze | Smoothing hewn surfaces | Curved blade, swung between legs |
Cutting a Mortise (step by step):
- Mark mortise outline on timber (use marking gauge for parallel sides)
- Drill out waste with auger (series of overlapping holes within the outline)
- Chop to layout lines with chisel and mallet (work from both sides to prevent blowout)
- Pare walls smooth and square with wide chisel
- Check with tenon (test fit, pare as needed for snug fit)
Cutting a Tenon (step by step):
- Mark shoulder lines all around timber (crosscut saw depth)
- Mark cheek lines on end and both edges (rip saw depth)
- Cut shoulders with crosscut saw (do not cut past the line)
- Cut cheeks with rip saw (or split off waste and pare smooth)
- Test fit in mortise (should slide in with firm hand pressure, not hammer blows)
Chapter 5: Common Frame Types
The Bent:
A timber frame building is composed of a series of "bents" (cross-sectional frames) connected by horizontal timbers (plates, girts, purlins). Each bent is assembled flat on the ground, then raised into position.
Post and Beam (simplest):
Vertical posts support horizontal beams. The most basic frame type. Suitable for simple shelters, sheds, and single-story buildings.
Cruck Frame (oldest type):
Two curved timbers (cruck blades) lean together to form both walls and roof in a single arch. No separate wall posts or rafters needed. Extremely strong and simple, but requires naturally curved timbers.
Box Frame (most common historical type):
Posts, beams, and braces form a rigid rectangular frame. Multiple stories possible. Braces (diagonal timbers) provide lateral stability (resistance to racking/leaning).
Hammer Beam (for wide spans without center posts):
Short horizontal brackets (hammer beams) project from the walls, supporting arched braces that meet at the ridge. Allows clear spans of 30-50+ feet without interior posts. The most complex and impressive frame type.
Chapter 6: Raising a Frame
Preparation:
- All timbers cut, joints fitted, and pegs made BEFORE raising day
- Assemble each bent flat on the ground (dry-fit, peg together)
- Prepare raising equipment: pike poles (20-30 foot poles with metal hooks), ropes, gin poles (if available), and many helpers (minimum 10-20 people for a house-sized frame)
- Prepare the foundation (stone piers, concrete pads, or continuous stone wall)
Raising Sequence:
- Lay first bent flat, base toward foundation
- Attach ropes to the top of the bent
- Helpers push with pike poles while others pull ropes
- Bent rises from horizontal to vertical (the most dangerous moment)
- Brace temporarily with diagonal poles staked to the ground
- Repeat for second bent
- Connect the two bents with horizontal connecting timbers (plates, girts, purlins)
- Peg all connections
- Continue raising and connecting additional bents
- Install braces (diagonal members that prevent racking)
- Frame the roof (rafters, ridge, purlins)
Safety During Raising:
- Clear escape routes for all workers
- Never stand under a bent being raised
- Use tag lines (ropes) to control the bent if it goes past vertical
- Temporary braces must be secure before releasing pike poles
- Wind above 15 mph: postpone raising
Chapter 7: Roof Framing
Common Rafter Roof:
Pairs of rafters meet at the ridge, forming triangles. The simplest roof frame. Suitable for spans up to 20-24 feet without purlins.
| Component | Function | Sizing |
|---|---|---|
| Rafter | Carries roof load from ridge to plate | 4x6 to 6x8 depending on span and load |
| Ridge beam | Supports rafters at peak | Same depth as rafters or deeper |
| Collar tie | Prevents rafters from spreading (horizontal, upper third) | 4x6 minimum |
| Plate | Top of wall, receives rafter feet | 6x6 to 8x8 |
| Purlin | Horizontal member supporting rafters mid-span | 4x6 to 6x8 |
Roof Pitch:
| Pitch | Rise per Foot | Angle | Best For |
|---|---|---|---|
| 4:12 | 4 inches | 18 degrees | Low slope, metal roofing |
| 6:12 | 6 inches | 27 degrees | Moderate, shingles |
| 8:12 | 8 inches | 34 degrees | Steep, good snow shedding |
| 10:12 | 10 inches | 40 degrees | Very steep, thatch |
| 12:12 | 12 inches | 45 degrees | Maximum snow shedding, thatch |
Rafter Length Calculation:
Rafter length = (half the building width) divided by cosine of roof angle, plus overhang length.
For a 24-foot wide building with 8:12 pitch (34 degrees) and 2-foot overhang:
- Half width = 12 feet
- Rafter run along slope = 12 / cos(34) = 14.5 feet
- Plus 2-foot overhang = 16.5 feet total rafter length
Chapter 8: Bracing and Lateral Stability
A timber frame without braces is a parallelogram waiting to collapse sideways. Braces convert the frame from a mechanism (can move) to a structure (rigid).
Brace Types:
| Type | Angle | Length | Placement |
|---|---|---|---|
| Knee brace | 45 degrees (ideal) | 3-4 feet | Post-to-beam corners |
| Long brace | 45-60 degrees | Full story height | Post-to-plate or post-to-sill |
| Wind brace | 45 degrees | Between purlins | In roof plane |
Minimum Bracing:
- Every exterior wall must have at least one brace per bay (space between posts)
- Braces should be in BOTH directions (forming an X pattern when viewed from outside, though not necessarily in the same bay)
- Interior walls/partitions also provide bracing
- A building is only as strong as its weakest bracing direction
Chapter 9: Foundation Options
| Type | Materials | Best For | Lifespan |
|---|---|---|---|
| Stone piers | Flat stones stacked dry or with lime mortar | Posts on individual piers | 100+ years |
| Continuous stone wall | Fieldstone or cut stone with mortar | Full perimeter support | 200+ years |
| Concrete piers | Portland cement, sand, gravel | Modern equivalent of stone piers | 100+ years |
| Earthfast posts (posts in ground) | Rot-resistant wood (locust, cedar) | Temporary structures, barns | 15-30 years |
| Rubble trench | Gravel-filled trench below frost line | Frost-protected, well-drained | 100+ years |
Critical Rule: Wood must never touch earth (except earthfast posts of rot-resistant species). Sills must be elevated on stone or concrete, with at least 6 inches of clearance above grade.
Chapter 10: Span Tables and Sizing
Beam Sizing (rule of thumb for residential loads):
| Span (feet) | Minimum Beam Size | Species | Load |
|---|---|---|---|
| 8 | 6x8 | Oak/fir | Floor (40 psf live + 10 psf dead) |
| 10 | 6x10 | Oak/fir | Floor |
| 12 | 6x12 or 8x10 | Oak/fir | Floor |
| 14 | 8x12 | Oak/fir | Floor |
| 16 | 8x14 or 10x12 | Oak/fir | Floor |
| 18 | 10x14 | Oak/fir | Floor |
| 20 | 10x16 or 12x14 | Oak/fir | Floor |
Post Sizing:
| Height (feet) | Minimum Size | Load Capacity (oak) |
|---|---|---|
| 8 | 6x6 | 30,000+ lbs |
| 10 | 6x6 | 25,000+ lbs |
| 12 | 8x8 | 50,000+ lbs |
| 16 | 8x8 | 40,000+ lbs |
| 20 | 10x10 | 60,000+ lbs |
Posts rarely fail in compression (crushing). They fail in buckling (bowing sideways). Bracing prevents buckling.
Reference Card
TIMBER FRAMING ESSENTIALS:
- Rule of thirds: never remove more than 1/3 of a timber at any joint
- Drawbore your pegs (offset 1/16-1/8 inch to pull joints tight)
- Reference face system: measure everything from the same face
- Braces in both directions on every wall (or it will rack and collapse)
- Wood must not touch earth (rot prevention)
- Shrinkage is across the grain, not along it (design joints accordingly)
- Test-fit every joint before raising day (no surprises at height)
- Raising requires many hands, clear communication, and escape routes
This campaign provides the complete knowledge to design and build timber frame structures using only hand tools and wood. A community with timber framing skills can build houses, barns, bridges, workshops, and any other structure from locally harvested trees, with joints that last centuries without a single nail or bolt.