This list is organized by lumber dimension. For each board you buy, it tells you exactly which cuts to make. Mark each cut with a pencil as you complete it.
Some short pieces (cripples, blocking, sill cleats, gable cripples) vary slightly based on actual on-site measurements. Where I list cuts as "approx N cuts at L inches", buy a little extra material and cut to fit during framing. This is normal practice.
Cross-reference with the materials list (coop-materials-list.xlsx) when shopping. The board counts below match the materials list quantities.
| Lumber | # Boards | Notes |
|---|---|---|
| 4×4 PT × 8' | 9 | 8 (4 corner + 4 mid-span run posts cut to height) + 1 board → 4 × 20" coop posts |
| 2×10 PT × 10' | 4 | Doubled rim joists N & S — full-length, no cuts |
| 2×6 PT × 8' or 6' | 2 | End joists E & W — single piece each |
| 2×6 PT × 12' | 4 | Floor joists — 2 cuts at 54" per board (v11) |
| ¾" PT plywood 4×8 | 2 | Floor decking — careful cut plan needed |
| 2×4 SPF × 8' | 12 | Misc framing, blocking, gable cripples |
| 2×4 SPF × 10' | 24 | Wall studs — 2 cuts at 58.5" per board |
| 2×6 SPF × 10' | 4 | Doubled top plate N & S, full-length |
| 2×6 SPF × 8' | 4 | Doubled top plate E & W (cut to 53") — v11 |
| 2×6 SPF × 12' | 8 | Rafters — 3 cuts at 44" per board (v11) |
| 2×8 SPF × 10' | 1 | Ridge board, full-length with cupola notch |
| ½" OSB 4×8 | 4 | Coop roof sheathing |
| ½" OSB 4×8 | 3 | Run roof sheathing (with overhang allowance) |
| 2×6 PT × 8' | 5 | Run TOP rails (U04) |
| 2×4 PT × 8' | 5 | Run BOTTOM rails (U04b) |
| 2×3 SPF × 8' | 12 | Run wall studs |
| 2×4 SPF × 8' | 3 | Run diagonal knee braces (8 braces from 3 boards) |
| 1×6 PT × 8' | 5 | Run skirt board |
| 2×6 SPF × 12' | 5 | Run roof rafters (9 rafters @ 50" each, 2 per board) |
Reference: Sheets A1, A7. Build order: dig 8 footer holes + 4 deck block pads → set concrete and EPB44HDG brackets → set deck blocks and rebar pins → set coop posts in brackets → frame floor.
Total used: 80" of 96". Waste: 16".
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| F-1 | 20" | 4 | 1 × 4×4 PT × 8' (96") | Coop corner posts (A7) — fasten into EPB44HDG brackets (8 × 0.162"×3½" nails OR 8 × SD10 1½" screws each) |
Note: The 8 RUN posts (also 4×4 PT × 8') are NOT cut at this phase — they're cut to asymmetric heights during Phase 12 once the foundations are set. See run posts section below.
No cuts required. Each board is used full-length. 2 boards stacked together on N edge, 2 on S edge to form doubled rim joists.
If buying 8' boards: 24" cutoff per board, save for blocking. If 6' boards available: full length, no cuts.
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| F-3 | 54" | 1 | 1 × 2×6 PT × 10' | End joists E & W (A7) |
Each 120" board (10') yields 2 × 54" cuts (108" used, 12" cutoff per board). 4 boards × 2 cuts = 8 cuts; 7 floor joists + the 2 end joists come from this 54" stock (buy 5 boards of 2×6 PT × 10' total for all of it, 1 piece spare).
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| F-4 | 54" | 7 | 4 × 2×6 PT × 10' | Floor joists @ 16" o.c. running N-S (A7) |
| F-4b | 54" | 1 | From spare 8th cut | Spare or use for blocking |
This requires careful planning to cover the 60"×120" exterior floor platform (v11 5'×10') with 2 × 48"×96" sheets without significant waste.
Recommendation: buy a 3rd sheet ($58) as insurance against cut errors. The plan is tight.
Reference: Sheets A8 (south wall), A9 (north, east, west walls). Wall height 5'-3" = 63" total. Studs 58.5" (to leave room for 1.5" bottom plate + 3" doubled top plate).
Cut all 50 stud blanks first. Each 10' (120") board yields 2 × 58.5" studs with 3" waste per board.
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| W-1 | 58.5" | 50 | 24 × 2×4 SPF × 10' (v11) | Wall studs, 2 per board (A8/A9) |
N and S bottom plates: 120" long, full-length 10' boards work (slight trim to 120"). E and W bottom plates (v11): 53" each (fit between the 10' N and S plates' inner edges — 60" coop - 3.5" - 3.5" = 53"). Verify on-site after framing N & S walls.
2×6 boards laid FLAT (5.5" wide × 1.5" thick orientation). Doubled stack = 5.5" wide × 3" deep. Top plates fit between end-wall plates the same way as bottom plates.
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| W-2 | 120" | 4 | 4 × 2×6 SPF × 10' | N & S top plates (doubled, full-length) |
| W-3 | 53" | 4 | 2 × 2×6 SPF × 8' (≈96") | E & W top plates (doubled) — fit between N/S |
Each 8' 2×6 board yields one 53" plate + a 43" cutoff (v11). Save cutoffs for gable framing — useful for gable studs (24" tall in v11) or short blocking.
Used for jack studs, cripples, headers, sills, blocking, and gable cripples above the top plate. Cut to fit during framing. 12 × 96" = 1,152" of stock — more than enough.
Reference: Sheets A10 (top-down plan), A11 (section). Pitch 8:12, ridge runs E-W along peak, 16" o.c. rafter spacing.
Each rafter is 44" long including 8" eave overhang (v11; was 52" in v10). Cut to length first, then make birdsmouth and plumb cuts during assembly.
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| R-1 | 44" | 22 | 8 × 2×6 SPF × 12' | Rafters: 18 standard + 4 doubled trimmers at cupola edges (A10) |
Each 144" board yields 3 × 44" cuts (132" used, 12" cutoff per board). 8 boards × 3 = 24 cuts; 22 needed (18 rafters + 4 doubled trimmers), 2 spare. NOTE v11 change: cutoffs are only 12" (was 40" in v10) — too small for collar ties. Cut R-3 collar ties (20" in v11) from W01 2×4 stock instead.
Use full-length, no length cut. But before installation, cut a 12" × 7.25" notch in the ridge approximately at coop-x=54-66 (center of ridge) for cupola airflow. Plan and cut this notch on the ground — much easier than at height.
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| R-3 | 20" | 4 | From W01 2×4 stock (v11) | Collar ties at coop-x = 16, 32, 96, 112 (A10) |
Important: cupola opening interrupts center rafter bays, so only 4 collar ties are possible. Do not improvise extras across the opening.
Header rafters at cupola — from the 2 spare 44" rafter blanks (NOT from rafter cutoffs; cutoffs are only ~12" and too short for the 36" headers)
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| R-4 | 36" | 2 | From R-1 cutoffs | Cupola opening top and bottom headers (perpendicular to rafters, between trimmers at coop-x=48 and 80) |
Built from miscellaneous scraps plus one 2×2×8' board if you can't rip from 2×4 stock. Approximate cuts:
Reference: Sheet A11. v11 roof slope length per side = 36.06" + 8" overhang = ~44". Length 10' + 16" overhang = ~136". Each side = ~44" × 136" ≈ 42 sqft × 2 sides ≈ 84 sqft total. 4 sheets of OSB at 32 sqft each = 128 sqft (unchanged from v10), leaving generous allowance for waste at the cupola opening and cuts.
Sheets run with the long dimension parallel to the ridge. Two sheets per side, butted at the ridge with 1/8" expansion gap. Cut the cupola opening (24" × 24") through one sheet on each side, sized to match the framed opening.
Board-and-batten style: 1×8 boards laid vertically with 1×3 battens covering the seams.
Each board covers ~7.25" of wall width (allowing 0.75" for batten overlap). v11 walls: 2 × (10' + 5') × 5'-3" + gable triangles (1'-8" rise × 5' base each) ≈ 180 sqft of siding. 28 boards × 8' × 7.25" ≈ 217 sqft, leaves modest waste allowance.
Battens cover seams between 1×8 boards, plus corners and openings. v11 estimate ~23 vertical seams × 5'-3" = 121 lf + 30 lf around openings ≈ 151 lf needed. 23 × 8' = 184 lf works with cutoffs for short batten pieces.
Around the coop eaves and rakes. ~32 lf total perimeter at the roof edge.
4 corners need 2 trim boards each (one on each face) = 8 corner trim boards. 6 × 8' boards yield enough with cutoffs as window/door trim.
Around all openings: 2 cleanouts, 2 access panels, Dutch door, transom, 2 sliders, run door. Each opening needs ~16 lf of 1×4. Cut to fit during installation.
Used for Dutch door (top + bottom halves, ~10-12 boards), cleanouts (4-5 boards each × 2 cleanouts), and access panels.
30" × 67" door frame from 1×4 PT scraps; hardware cloth stretched across and stapled to the frame. No T&G needed — open-air design.
If you're building the coop first and the run later, all cuts in this section are deferred. Buy the U-series lumber (U01 run posts, U04 top rails, U04b bottom rails, U05 studs, U06 rafters, U10/U12 skirt, U17 braces) only when you're ready to build the run, not with the coop materials.
Run posts are NOT cut until you've measured the actual bracket and block elevations after concrete cures. Cut conservatively long and trim down.
Asymmetric run roof (3:12 slope down to N) means different post heights:
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| U-1a | ~75" | 2 | 2 × 4×4 PT × 8' | S corner posts (in EPB44HDG brackets, high side) |
| U-1b | ~73" | 2 | 2 × 4×4 PT × 8' | S mid-span posts (in deck blocks, slightly lower) |
| U-1c | ~63" | 2 | 2 × 4×4 PT × 8' | N corner posts (in EPB44HDG brackets, low side) |
| U-1d | ~61" | 2 | 2 × 4×4 PT × 8' | N mid-span posts (in deck blocks, slightly lower) |
Verify before cutting: do not cut any run post until you've confirmed which group it belongs to and measured its specific bracket/block elevation. Heights vary by a half-inch or more after concrete sets.
Run top rails act as integrated header above the run door opening. 2×6 needed (not 2×4) because each rail spans 5'-4" between posts and would sag under snow load if smaller.
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| U-4a | 64" | 4 | 1 × 2×6 PT × 10' | Top rail segments between adjacent posts (4 per long wall × 2 walls = 8 total but bought as full-length, cut to fit posts as set) |
| U-4b | 48" | 1 | 1 × 2×6 PT × 8' | End wall top rail (4' run width) |
Buy 5 boards; actual cuts will be measured after posts are set. Pieces vary because corner-to-corner span and corner-to-mid-span span are different.
Bottom rails are 2×4 (not 2×6) because they carry no significant load — they just define the lower edge of the hardware cloth wrap.
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| U-4c | ~62" | varies | 5 × 2×4 PT × 8' | Bottom rail segments — cut to fit between posts after posts are set; on south wall the rail is interrupted by the 30" door opening |
Intermediate studs at ~24" o.c. between corner and mid-span posts. Cut to height after top rails are installed (height varies S vs N).
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| U-5 | ~70" (S) / ~58" (N) | 10-12 | 12 × 2×3 SPF × 8' | Run wall intermediate studs |
Each brace is ~24" long with 45° cuts at both ends. Three 8' boards yield ~12 braces with cut waste — you need 8 for the run.
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| U-17 | ~24" | 8 | 3 × 2×4 SPF × 8' | Knee braces: 1 at each of 4 run corners (alternating N/S long-wall bias) + 2 at door bay |
Closes gap between bottom rail and grade around the run perimeter.
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| U-12 | varies | 5 | 5 × 1×6 PT × 8' | Skirt board around run perimeter (cut to fit each segment between posts/corners) |
9 rafters total at 24" o.c., each ~50" long (49.5" pythagoras length for the 4' span at 3:12 slope, plus a few inches for overhang and birdsmouth).
| Cut # | Length | Qty | From board | Goes to |
|---|---|---|---|---|
| U-6 | ~50" | 9 | 5 × 2×6 SPF × 12' | Run roof rafters at 24" o.c. (4'-span between top rails) |
Each 12' board yields 2 × 50" cuts. 5 boards = 10 cuts, 1 spare. Verify rafter slope direction (downward toward north) before fastening permanently.
Cut each of 2 boards (8' each) to one 84" roost bar (84" cut + 12" cutoff per board). Two 84" bars cannot come from a single 96" board, so 2 boards are required. Sand all edges round (don't leave sharp corners — chickens grip with feet and need a comfortable flat-top surface).
Cut 1 × 2×2 (or 2×4) SPF cleat to 84" (or two 42" pieces) to support the shelf's 6" cantilever over the cabinet door face. Fasten the cleat to the wall studs / cabinet frame along the shelf's north edge so the overhanging shelf does not sag under roosting load. The north roost bar sits directly above this line, so the cleat carries real weight — use 3" screws into framing, not just into plywood.