Walk-In Coop
Layout and design reference · existing DIY build files available
A separate coop and covered run, with an entrance for each. See where collection happens and why the rear roosts lift out for full floor cleaning.
- Enclosed coop · exterior
- 6 ft × 8 ft
- Outdoor run · covered
- 6 ft × 8 ft
- Total body footprint
- 12 ft × 8 ft
- Maintenance access
- Enter coop; service run separately
Main trade-off: lift out the rear roost bars for full floor cleaning.
Flock capacity is not verified. Check space for your flock. Historical files retain their original model name.
Concept visualization · Existing reviewed view of the covered-run baseline; no field-build photograph
Is this the right maintenance arrangement?
More suitable when
- A fixed location with separate front approaches to the enclosed coop and covered run.
- Keepers who can enter the front lane and remove both rear roosts for full clean-out.
Choose another direction when
- A mobile coop or a yard where the 12 × 8 ft body leaves no room for doors, projections and service.
- A routine requiring rear-floor cleaning with all fittings permanently fixed in place.
Main trade-off: the body occupies one combined coop-and-run rectangle, but roof projections, door movement, containers and runoff need additional space. The roof does not guarantee dry ground or settle the enclosure details.
Keep outside footprint and clear inside space separate.
Dimensioned layout reference · Body envelope; roof projections and service space excluded
- Enclosed coop · exterior
- 6 ft × 8 ft
- Outdoor run · covered
- 6 ft × 8 ft
- Total body footprint
- 12 ft × 8 ft
- Maintenance access
- Enter coop; service run separately
- Interior clear wall-face rectangle
- 65 in × 89 in
- Interior clear height
- Not specified · finished clear height needs checking
- Front lane · stops before rear roosts
- 26.5 in wide
- Separate projections and access space
- Extra · not included in body footprint
The clear rectangle is measured between the wall faces. It does not subtract nests, roost footprints or working areas to establish usable bird space. Exact door hinge, finished clear passage, opening movement and selected equipment are still product checks.
Flock conditions and dimensional basis
The chicken count in the existing name is a historical direction, not a verified capacity limit. Net floor area, fittings, outdoor access and management conditions must be considered together.
Bird type: Hens; breed and body size not frozen. Outdoor access: Continuous feed/water access and usable outdoor conditions need checking. Continuous confinement: Not established by this layout.
Dimensions come from the versioned Build Plan v1.1.0 and care fitting study v1.0.0. The net wall-face width and depth use the existing wall offsets; no dimension is inferred from a visualization. Finished clear height is not frozen.
- Oregon State University Extension · Review that source’s bird and outdoor conditions separately.
- University of Minnesota Extension · Review that source’s bird and outdoor conditions separately.
Materials with a job to do
Use these assembly groups to navigate the construction model. The linked purchase worksheet retains both baseline quantities and unresolved items.
Supports, skids and floor
Establish the level 72 × 96 in floor baseline before wall assembly.
Split the order by: Use existing purchase and stock-allocation units; keep cuts as part records.
What can change this choice
Resolve support size and anchoring locally. Use the floor project below to reconcile frame and panel relationships.
Ask for these specifications
Quote the current build worksheet lines linked to B01, including the specified timber sections, floor sheets and compatible connections.
Establish the quantity
Follow B01, SK-01, FL-01 and FL-02. The floor has two 120 in diagonals; the inset skid rectangle does not.
Check the supplied items
Cross-check supplied stock against purchase and allocation worksheets. Keep SK and FL part cuts separate from raw stock quantities to avoid double ordering.
Wall frames and openings
Coordinate 72 in end frames, 89 in side frames and the selected human and bird doors.
Split the order by: Wall stock: purchase lengths; door: exact assembly; hardware: separate lines.
What can change this choice
Resolve the product before repeating framing cuts. Wall sheathing M11 remains a provisional allowance.
Ask for these specifications
Request the selected door’s finished passage and required rough opening, then reconcile it with B02/B03 and the WL/DR schedule.
Establish the quantity
Follow B02/B03, WL and DR groups. Check the actual selected door against the 34 × 82.5 in rough opening.
Check the supplied items
Match the actual door documentation to the reviewed opening before framing. Check stock sections and connector models against the same drawing revision.
Coop and run roof systems
Separate the 5:12 coop roof from the independently supported 2:12 run roof.
Split the order by: Roof stock: purchased blanks; roofing and trims: product-specific units.
What can change this choice
Keep the two roof material scopes separate. Confirm product pitch limits, laps, flashing and connection schedules.
Ask for these specifications
Keep blank lengths, finished cuts and roof-cover quantities separate. Request covering, fixing and flashing information for both coop and run roofs.
Establish the quantity
Follow B04/B05. RF-01 and RN-04 are blanks; actual bearings and a tested template determine finished cuts.
Check the supplied items
Identify RF-01 and RN-04 as blanks awaiting the template checks. Compare roof-system components to the quote before making finished cuts.
Gate, mesh and weather enclosure
Close the run while retaining the 30 × 72 in framed gate opening.
Split the order by: Gate stock and hardware: separate lines; mesh: measured M17 requirement.
What can change this choice
Nominal gate gaps require selected hardware. The mesh and fastening package is not fully quantity-resolved.
Ask for these specifications
Use B06 and the GT groups to request gate components. Obtain named mesh specification, supplied width and attachment details before resolving M17.
Establish the quantity
Follow B06 and GT-01/02/03. Measure actual mesh faces, laps and edges before ordering M17.
Check the supplied items
Check gate hardware and mesh identification. An estimated roll size does not close M17 until actual face measurements and laps are reconciled.
Nest bank and lift-out roosts
Keep front collection usable and remove the two rear bars for full floor cleaning.
Split the order by: Nest panels and roost parts: scheduled pieces; retainers and backing: separate.
What can change this choice
Support and retention must suit the selected assembly; a fitting shown in a concept image is not a fastening specification.
Ask for these specifications
Quote B07, IN and PN-NB parts with actual material thicknesses, backing and removable-bar retainers. Keep fitting dimensions tied to finished wall faces.
Establish the quantity
Follow B07, IN-01/02/03 and PN-NB. Use the actual finished wall faces and backing before mounting.
Check the supplied items
Check panel thicknesses, lengths and complete retention parts. Label pieces by assembly before the removal and secure-refitting trial.
From the first support to the final check
These four phases link the ten construction stages. Read the detailed drawings and stage instructions before working.
Establish the baseline · S01–S03
Resolve the site, set supports and skids, then assemble the floor using B01. Price the actual purchase units separately from member cuts.
Before continuing: Support decisions are recorded and the complete floor is square, level and supported.
Frame and dry-in · S04–S07
Match wall openings to selected products, raise and brace the shell, then develop both roof systems from their own bearings and templates.
Before continuing: All structural and connection questions are resolved before covering the work.
Close and fit out · S08–S09
Complete the weather and enclosure transitions, fit the gate, then dry-fit the nest bank and removable bars.
Before continuing: Doors, equipment and removal routes work together at their finished dimensions.
Commission · S10
Inspect boundaries and runoff, rehearse feeding and cleaning, and record changes against the build version.
Before continuing: Open issues are closed before birds enter; an internal check is not field-build evidence.
Build-plan component
Fit and remove the rear roost bars
Use IN-01 and IN-02 from the released model, then rehearse the removal route before fixing supports.
- Find B07 and S09. The baseline lists two 65 in IN-01 bars and four 12 in IN-02 cleats; verify finished wall faces before cutting.
- Mark positions against real wall backing. Confirm the stock, support attachment and retention method for the actual assembly and flock.
- Dry-fit the bars, then lift and turn each out with the nest bank in place. Check the full passage through the finished door.
- Reach the rear floor with the intended cleaning equipment. Refit both bars and check complete seating and secure retention before use.
Can both rear bars leave before the full clean?
Rehearse the full-length turn with the nest bank and actual door in place. Keep the waste container on the same trial route; an empty hand passing through the opening does not demonstrate loaded access.
| Task | Rehearse | Keep in the record |
|---|---|---|
| Everyday collection | Use the front approach with fittings installed. | Keep feed and water arrangements outside the waste zone. |
| Full clean | Lift, turn and remove both rear bars. | Record overhead and finished door clearances. |
| Reset | Reach the support seats and retainers. | Resolve incomplete engagement before birds return. |
Understand one assembly at a time
Three focused reading routes through Walk-In v1.1.0. These use its existing parts and quantities; they are not universal retrofit kits.
Floor frame and panel seam
Trace the outside frame, member lengths and supported seam before fitting the two panels.
Parts in this assembly
Follow the work
- Lay out the two 96 in rims and seven 69 in end/interior members. Use the illustrated member faces and centres, not seven identical end offsets.
- Square the 72×96 outside frame to two 120 in diagonals and connect the floor to the skids.
- Dry-fit two 48×72 panels with the seam at 48 in. Check strength direction, panel gap and fastening with the panel supplier; support all edges before fastening.
Check: The 72 × 96 in outside frame has two 120 in diagonals. Check panel strength direction, manufacturer gaps and support at every edge; the inset skids use different diagonals.
Shared purchase groups: M05, M10. Whole-build stock quantities are not additional component orders.
Open S03 and its drawing references →Gate leaf and hardware gaps
Reconcile the opening, leaf and rail lengths before selecting hinges and fitting the diagonal.
Parts in this assembly
- GT-012 × 71 in · 2×4
Full-height gate stiles; 71 in leaf in a 72 in framed opening
- GT-022 × 26.25 in · 2×4
Rails fit BETWEEN two 1.5 in stiles: 29.25 in leaf; confirm hinge/latch gaps
- GT-031 × 84 in · 2×4
Diagonal brace blank; trim to fit after squaring
Follow the work
- Fit the gate rails between the stiles and square the leaf. Test the nominal hardware gaps before fitting the diagonal and hanging the gate.
- Complete siding, weather layers, flashing and run roofing. Coordinate product edges with protected ventilation.
- Secure mesh and cover exposed edges; inspect the full ground/door/corner transitions. Measure the actual enclosure before buying rolls or battens.
Check: The model's 29.25 × 71 in leaf sits within a 30 × 72 in framed opening. GT-03 is a trim-to-fit blank. Confirm the actual hardware, connection and finished clear passage.
Shared purchase groups: M07, M19, M20. Whole-build stock quantities are not additional component orders.
Open S08 and its drawing references →Lift-out roosts and support seats
Follow the bars and cleats into the interior plan, then test lifting, turning and secure refitting.
Parts in this assembly
- IN-012 × 65 in · 2×2
Lift-out roosts between side-wall faces; ease edges and verify flock suitability
- IN-024 × 12 in · 2×4
Roost support cleats
Follow the work
- Dry-fit the three-bay nest module: 38 in outside width with four 1/2 in sides/dividers leaves three 12 in bays.
- Rehearse the front service lane with your real container before mounting the nest and lift-out roost supports.
- Fit two 65 in roosts between the wall faces; confirm their suitability for the flock. Lift them out to reach the rear floor during cleaning.
Check: Two 65 in bars fit the model's clear wall-face span. Test against finished faces and actual backing; secure support/retention and flock suitability remain explicit decisions.
Shared purchase groups: M07, M08. Whole-build stock quantities are not additional component orders.
Open S09 and its drawing references →Four actions, two entrances, one removal task.
Collect from inside the front lane
Enter the coop door and reach the three-bay nest face beyond the opening. The baseline has no external egg hatch. Keep the door movement area clear.
Use the run entrance for feed and water
A final feeder/waterer product and position are not allocated in the interior plan. Keep supplies continuously reachable without blocking the shared bird opening; if run access becomes unusable, revise the supply arrangement.
Remove bedding toward the front exit
Move loose material in manageable loads. Test your actual container at the opening and through the 26½ in front lane before fixing equipment.
Lift out both bars to clean the rear
The front lane ends before the rear roost zone. Remove both 65 in bars before reaching that floor; the drawn route does not establish turning or tool reach.
Dimensioned layout reference · Layout A; remove both bars before reaching the rear floor
The fittings shown in this layout
Numbers 1 and 2 identify the drawn fittings. Floor layers and the supply arrangement below complete the text legend; no feeder or waterer product is claimed to fit a verified position.
- 1 · Two removable roost bars
Two 65 in bars in layout A. Removal exposes the rear floor; size and heights are design values, not universal flock guidance.
Compare two removable roost bars → - 2 · Three-bay nest unit
38 × 12½ in outside envelope with three 12 in clear bays. Check lid, approach and removal with the selected fitting.
Compare three-bay nest unit → - 3 · Floor protection and bedding
Supporting wood floor, optional protection and replaceable bedding are separate layers. A surface alone does not approve hose-out.
Compare floor protection and bedding → - 4 · Feed and water supply
The run is a supply context, not a tested equipment position. Product envelope and uninterrupted access remain unresolved.
Compare feed and water supply →
Same space, a different collection and cleaning route.
Both layouts use the same 65 in × 89 in clear wall-face rectangle and front opening. Only the fitting arrangement changes.
Dimensioned layout reference · Current Walk-In fitting baseline, v1.1.0
walk-in-build-1.1.0
Front collection, rear lift-out roosts
Current Walk-In fitting baseline, v1.1.0
Shorter egg-collection route; deep cleaning depends on removable fittings. The 26½ in front lane must work with your body and actual tools.
Enter from the front and reach the nest face from the short service lane. Keep the door sweep and the area below the nest clear.
Dry-fit the nest unit and carry your empty bedding container through the door before fixing brackets.
Dashed door area asks for a product movement check; it is not a measured hinge or sweep. Feed and water need their own continuously accessible location.
Enter from the front and reach the nest face from the short service lane. Keep the door sweep and the area below the nest clear.
Walk farther into the coop to reach the rear nest face. Collection shares the side service route beside the roost zone.
Food and water are in the separate run context. Use its own front gate; the short coop lane is not a refill route. Arrange accessible supplies during run closure.
Keep supply access in the separate run; rearranging the interior does not make a closed run available. Test carrying and gate movement independently.
Carry loose bedding to the front exit. Remove both 65 in roosts before reaching the rear floor; the service lane does not continue through them.
Work back toward the front door from the side lane. The floor beneath both bars still needs reach or removable fittings; a clear drawn line does not prove tool access.
Remove both crosswise rear bars before accessing the whole rear floor; carry them through the actual clear door opening.
The side-mounted layout still needs reachable fixing and lift-out space; check removal with the actual product before installation.
Shorter egg-collection route; deep cleaning depends on removable fittings. The 26½ in front lane must work with your body and actual tools.
Moves the main route beside the roosts instead of stopping in front of them. The longer daily walk passes near concentrated roost waste, and rear nest access needs testing.
Build drawings and material files
Still choosing? Print a design summary
A short overview of the footprint, layout and daily-care trade-offs.
Preparing to build? Start with the coordinated files
Actual PDF · page 3 of 29Drawings, materials and ten build stages
The 29-page DIY Build Plan includes dimensioned drawings, cut groups and linked assembly stages. These files describe the fixed covered-run baseline, version 1.1.0.
- Printable stage checks to record unfinished work.
- Purchase, cut and stock-allocation worksheets.
- Local supports, loads, anchors and product choices still need review. Layout B is a separate editorial comparison.
DIY Build Plan
Existing coordinated drawings, schedules and stages for the construction baseline. Layout B is not included; site-specific support, load, anchoring and product decisions remain open.
Recorded release 2026-09-06
PDF · v1.1.0 · 29 pages · 53 KB
Download DIY Build Plan PDFBuild stage checks
Companion checks for the ten existing stages.
Recorded release 2026-09-06
PDF · v1.1.0 · 2 pages · 5 KB
Download Build stage checks PDFKeep the design and decisions together
A six-page companion: current layout, two pages of material specifications and worksheet guidance, a practical project, the preparation sequence and a worked decision example.
In this design
- 29-page construction PDF and eight drawings
- Purchase, cut and stock CSVs
- Ten stages and component projects
Still to resolve
- Site-specific supports and load review
- Selected-product fixing and weather details
- Documented field-build validation
This workbook accompanies Build Plan v1.1.0: a 6 × 8 ft coop plus a 6 × 8 ft covered run. Part numbers and quantities come from that model. It does not change the released geometry or replace local support, loading, connector and product decisions.
PDF · v1.2.0 · 6 pages · 332 KB
Download Walk-In design workbook PDFTurn the worksheet into a usable request
Use the PDF to understand the design; use the CSV to record products and quantities. A completed description is a request for review, not automatic approval to order.
- Split a group into order lines. The five groups organize the work. Copy a group into separate product rows when sizes, models or purchase units differ; keep its Scope ID on every copied row.
- Keep quantities traceable. Enter quantity and unit together, with the measured sketch or drawing revision and quote reference. Leave an unknown quantity blank and set its review status to Pending details; blank is not zero.
- Reconcile before ordering. Name the exact product and record unresolved substitutions or excluded parts. Record who checked the line and when. Update affected quantities whenever the drawing or product changes.
When the supplied items differ from the agreed specification, record the discrepancy against its Scope ID and resolve it before using them in the assembly. Receipt checks do not establish structural or handling performance.
Companion 1.2.0 · 2026-10-12 · Drawing basis: walk-in-build-1.1.0. Historical Design Sheets remain separate references.
Earlier design sheet · historical open-air-run reference
Historical open-air-run reference. Use its observation questions only; do not combine its geometry with the current covered-run baseline.
PDF · v3.2.0 · 12 pages · 3.5 MB
Download Earlier reference Design Sheet PDFDIY Build Plan
Dimensioned DIY baseline · v1.1.0
See the parts. Follow the sequence. Check each stage.
Read the drawings before ordering, price the actual purchase units, and carry the stage checks out to the project. Field-fit blanks and product-dependent quantities are identified.
29-page DIY build planDownload Build PlanOpen the part you need
Dimensioned DIY baseline. Confirm site supports, anchoring, structural loads and selected products before ordering or cutting. Internal geometry and document checks are not site-specific structural approval.
What changed in v1.1.0?
- Corrected human-door jack positions and header-cripple length.
- Gate leaf now includes explicit hardware gaps within its framed opening.
- Nest panel widths now account for four half-inch side/divider panels.
- 65 in lift-out roosts fit between side-wall faces. The former full-depth 36 in aisle claim is withdrawn; a front service lane is shown and must be rehearsed.
- Added run supports, roost stock, gate-jamb blanks and run-rafter connectors; unmeasured envelope and fastener quotes remain open.
- All stage instructions, diagrams and downloadable tables now use this revision.
- Run posts remain full-length blanks until actual base/bearing levels are confirmed; pop-opening blocking now fits the measured stud bay.
Reconcile these changes if you started from v1.0. Keep drawing and part IDs with any field amendments.
Drawings you can inspect before downloading
Open a drawing at full size to read dimensions. Every view below belongs to v1.1.0; the complete PDF carries the same drawings.
Work through all ten stages
Expand a stage for the work, its drawing and part references, and the check before continuing. Print the separate stage sheet to record unfinished items.
Download stage checks · 2 pages →S01 · Approve the site baseline
Drawings: A01 B01 B05 · PDF page 18
- Mark the outside 12×8 ft rectangle, then mark the two front entrances and roof runoff edges.
- Record ground levels at coop and run support positions; distinguish the finished run grade from the coop floor datum.
- Resolve support design, local loads, utilities and chosen products before converting the layout into an order.
Check before continuing: Stop until foundation depth/size, utilities, setbacks and load assumptions are locally resolved.
Report a question about S01 →Parts: Site decisions · Connections: Selected-product / local details
S02 · Set supports and skids
Drawings: B01 · PDF page 19
- Transfer the reviewed support locations to the site and check both diagonals of the COOP FLOOR outline, not the spacing of the skids.
- Set the two skids level and parallel on the locally specified supports. The drawing gives a baseline location; the support reviewer must confirm bearing and anchors.
- Adjust for actual base levels and install the specified anchors before placing the floor.
Check before continuing: The COOP FLOOR outline measures 72×96 in with two 120 in diagonals; do not apply that diagonal to the inset skids.
Report a question about S02 →S03 · Build and sheath the floor
Drawings: B01 · PDF page 20
- Lay out the two 96 in rims and seven 69 in end/interior members. Use the illustrated member faces and centres, not seven identical end offsets.
- Square the 72×96 outside frame to two 120 in diagonals and connect the floor to the skids.
- Dry-fit two 48×72 panels with the seam at 48 in. Check strength direction, panel gap and fastening with the panel supplier; support all edges before fastening.
Check before continuing: Every panel edge is supported; floor remains square and flat.
Report a question about S03 →S04 · Frame the four coop walls
Drawings: B02 B03 · PDF page 21
Mark wall-sheet seams and reconcile M11 →
Check the corner overlap and gable joint →
- Assemble the two 72 in end frames and two 89 in side frames on a flat surface. Label front, rear, left and shared-right.
- Measure the selected door first. For the baseline opening, place jack faces at 19 and 53 in; use 37 in header plies and a fitted 1/2 in spacer.
- Keep the 12×12 pop opening between the indicated studs. Choose high-vent positions without cutting structural studs; any wider opening needs a reviewed frame.
Check before continuing: Openings match the selected door and drawing before walls are raised.
Report a question about S04 →Parts: WL-01 WL-02 WL-03 DR-01 DR-02 DR-03 PD-01 PD-02 · Connections: C03 C05
S05 · Raise, plumb and tie walls
Drawings: B02 B03 · PDF page 22
Check the corner overlap and gable joint →
- Raise the front and rear end walls with adequate help and temporary bracing.
- Fit the 89 in side frames between the end walls, check plumb and square, then fasten the corners and bottom plates to their supports.
- Lap the second top plates as illustrated. Keep temporary bracing until the permanent bracing/sheathing design is complete.
Check before continuing: Both wall diagonals match; all faces are plumb; temporary braces remain.
Report a question about S05 →S06 · Frame and dry-in the coop roof
Drawings: B04 · PDF page 23
- Fit one rafter template to the actual 5:12 roof geometry, ridge and bearing seat; 48 in is a blank, not a finished saw setting.
- After template confirmation, fit all seven pairs, seven ties and fourteen listed bearing connectors with their specified fasteners.
- Support all roof-panel edges including the 12 in infill seams. Fit sheathing, flashing and roofing to the chosen manufacturer instructions.
Check before continuing: All 14 uplift ties are installed and roof sheathing edges are supported.
Report a question about S06 →S07 · Frame the self-supporting run
Drawings: B05 B06 · PDF page 24
- Set six independent run supports. Transfer the high/low beam datums from one level reference; post cuts must account for actual base standoffs.
- Install both beams, seven field-fit rafters and their fourteen bearing connections, then purlins and the reviewed bracing.
- Frame the front gate opening with field-fit jambs. Split the lower front mesh rail around the entrance; the roof is not supported by the coop wall.
Check before continuing: Run stands independently; roof falls away from the coop; 30×72 in gate clearance remains.
Report a question about S07 →Parts: RN-01 RN-02 RN-03 RN-04 RN-05 RN-06 RN-07 · Connections: C08 C09
S08 · Close walls, roof and openings
Drawings: B05 B06 · PDF page 25
Mark wall-sheet seams and reconcile M11 →
Check the corner overlap and gable joint →
- Fit the gate rails between the stiles and square the leaf. Test the nominal hardware gaps before fitting the diagonal and hanging the gate.
- Complete siding, weather layers, flashing and run roofing. Coordinate product edges with protected ventilation.
- Secure mesh and cover exposed edges; inspect the full ground/door/corner transitions. Measure the actual enclosure before buying rolls or battens.
Check before continuing: No sharp edges or gaps over 1/2 in; water drains away; every latch works from the service side.
Report a question about S08 →S09 · Install interior fittings
Drawings: B07 · PDF page 26
- Dry-fit the three-bay nest module: 38 in outside width with four 1/2 in sides/dividers leaves three 12 in bays.
- Rehearse the front service lane with your real container before mounting the nest and lift-out roost supports.
- Fit two 65 in roosts between the wall faces; confirm their suitability for the flock. Lift them out to reach the rear floor during cleaning.
Check before continuing: The front service lane and door are usable with your tools; rear-floor cleaning requires removing the roosts.
Report a question about S09 →Parts: IN-01 IN-02 IN-03 · Connections: Selected-product / local details
S10 · Commission before birds enter
Drawings: Q01 · PDF page 27
- Walk both service routes with the equipment you will use. Check all doors from the service side and remove sharp edges and debris.
- Check exterior runoff without soaking interior wood or bedding. Observe ventilation and weather exposure under actual conditions.
- Record site decisions, products, unfinished items and changes against this version. Resolve open construction issues before use.
Check before continuing: Record the final local decisions and close every issue on the final checklist.
Report a question about S10 →Parts: Site decisions · Connections: Selected-product / local details
Before ordering M11 / Wall sheathing
Where each wall sheet goes.
Start with the framing, place the seams, then account for every sheet. This study gives you a specific layout to reconcile with your actual walls and chosen panel.
10 sheets are assigned to the four gross rectangular wall faces below. Two retained strips can geometrically contain the gables. Corner coverage, product gaps, gable support and spares still need reconciling. This is not a final ten-sheet order. The original M11 allowance remains 16 sheets until that work is recorded.
See the worked 1/2 in corner-cap case below → It accounts for panel thickness and joint gaps, with revised end-wall widths and a supported horizontal gable joint.
01 / On the wall
Measure from the same starting edge.
End-wall coordinates start at the left framing edge. Side-wall coordinates start at the front of the whole coop. All spans are in inches, at the framing plane, before perimeter changes and product joint gaps.
Front / human door
Seam station: 36 in
The 36 in seam meets the 35–36.5 in cripple above the header. Cut away the opening after checking the chosen door unit.
Rear wall
Seam station: 48 in
The 48 in seam meets the 47.25–48.75 in rear stud.
Left side
Seam stations: 35.5 / 67.5 in
Side framing starts 3.5 in from the front. Its local 32 and 64 in stud centers become 35.5 and 67.5 in on the outside face; a seam at 48 in misses framing.
Shared right / bird door
Seam stations: 35.5 / 67.5 in
Side framing starts 3.5 in from the front. Its local 32 and 64 in stud centers become 35.5 and 67.5 in on the outside face; a seam at 48 in misses framing.
End-wall seam mapFront / rear and side walls use different seam stations
Side-wall seam mapFront / rear and side walls use different seam stations
02 / In the sheet stack
Label the piece and its offcut together.
Each S-number is one nominal 48 × 96 in sheet. F, B, L and R identify its wall piece; O identifies the retained strip. The 0.125 in rip kerf is already deducted from strip widths. It is a saw-cut assumption, separate from the panel installation gap.
See the ten-sheet allocationIncludes candidate gable blanks GF / GR in O07 / O10
Read the sheet and offcut dimensions · 10 sheets
| Sheet / piece | Wall / start X | Span W × H | Retained strip |
|---|---|---|---|
| S01 / F1 | Front / human door 0 in from zero | 36 × 96 in | O01: 11.875 × 96 in |
| S02 / F2 | Front / human door 36 in from zero | 36 × 96 in | O02: 11.875 × 96 in |
| S03 / B1 | Rear wall 0 in from zero | 48 × 96 in | None · full sheet width |
| S04 / B2 | Rear wall 48 in from zero | 24 × 96 in | O04: 23.875 × 96 in |
| S05 / L1 | Left side 0 in from zero | 35.5 × 96 in | O05: 12.375 × 96 in |
| S06 / L2 | Left side 35.5 in from zero | 32 × 96 in | O06: 15.875 × 96 in |
| S07 / L3 | Left side 67.5 in from zero | 28.5 × 96 in | O07: 19.375 × 96 in |
| S08 / R1 | Shared right / bird door 0 in from zero | 35.5 × 96 in | O08: 12.375 × 96 in |
| S09 / R2 | Shared right / bird door 35.5 in from zero | 32 × 96 in | O09: 15.875 × 96 in |
| S10 / R3 | Shared right / bird door 67.5 in from zero | 28.5 × 96 in | O10: 19.375 × 96 in |
03 / Before you change M11
Turn the layout into a reconciled quantity.
Measure the finished perimeter
This map covers the 72 × 96 in end frames and 96 × 96 in side faces at the framing plane. Choose which sheathing layer overlaps at each corner; add any thickness, bottom extension or trim allowance to the affected panels. No corner lap is silently included.
Choose the actual panel
Check wall rating, orientation, thickness and usable sheet size. Apply the manufacturer’s edge/end gaps to the joint positions. The example 1/8 in saw kerf is a stock-accounting assumption, not the installation gap.
Resolve openings and all edges
Mark the selected door and vents against the frame before cutting. Check top/bottom plates, corners, door perimeter and gable edges as well as the illustrated vertical seams. This study does not add a new fastening or wall-bracing design.
Confirm gable reuse and spares
O07 and O10 each have a nominal 19.375 × 96 in strip that can geometrically contain a rotated 72 × 15 in gable blank. Product orientation, edge support and the actual template still control reuse. Add replacement sheets or damage allowance to your reconciled quantity; ten is not a purchase instruction.
Mark the frame before covering it
Square the walls and mark the seam stations shown for each face. On the side walls use the front of the whole coop as zero, then account for the 3.5 in corner offset. Photograph or record the actual supporting timber before it is hidden.
Read build stage S04 →Label each sheet and keep the offcuts
Transfer the measured, product-adjusted panel outline onto its assigned S-number. Label F/B/L/R pieces and O-number offcuts before cutting. Keep openings out of the savings calculation until their cutouts are measured and undamaged.
Read build stage S08 →Dry-fit one face, then close the quantity
Verify perimeter coverage and joint spacing on the first face, then record changes on the other faces. Fit the gable template to retained strips only after the material orientation and edge support are resolved.
Read build stage S08 →Carry a reconciled M11 quantity into the quote
Record the chosen product, actual panel sizes, changed panel count, gable reuse/replacement and spare-sheet allowance in the quote notes. Change M11 only after that reconciliation. Keep M12 roof panels and M14 siding/WRB separate.
Read build stage S08 →
Keep the quantity and its reason together.
Record the product, perimeter changes, gable reuse and spare allowance in your quote notes. M12 roof panels and M14 siding / WRB remain separate.
Drawing basis and panel guidance
Seam stations are derived from the fixed v1.1.0 wall-frame coordinates. APA explains general panel spacing and wall-construction principles; it does not approve this custom study or specify its unresolved connections.
Wall corners + gables / A dimensioned fit case
Make the edges meet before you cut.
A panel layout changes when you account for its thickness. These three details carry one declared corner arrangement through the wall widths, horizontal joint and retained gable blanks.
Measured 1/2 in panels; actual 48 × 96 in stock; 1/8 in panel gaps; separate 1/8 in saw kerf; end panels cap the side edges; no extension below the wall datum. J-prefixed pieces are a separate case. Do not mix them with the nominal F / B / L / R dimensions above. Confirm the product and framing before adopting the cuts.
01 · Define the corner overlap
In this case, front and rear panels cover the side-panel edges. A measured 1/2 in thickness makes the end-face cover 73 in wide. Side panels stop 1/8 in short of each end framing face. The drawing shows the actual corner studs and the empty cavity, so an overlap is not mistaken for timber backing.
Open the corner sectionDimensioned drawing · expand to inspect at full size
02 · Give the rear seam a sheet that fits
With the corner caps included, the old rear seam at 48 in needs a 48 7/16 in piece. It cannot come from a 48 in sheet. Moving the joint to 32 in uses an existing rear stud and produces 32 7/16 and 40 7/16 in pieces. The front joint stays at 36 in.
Open the end-wall dimensionsDimensioned drawing · expand to inspect at full size
03 · Support the horizontal gable joint
Put the joint at 94 1/2 in above the wall datum, within the existing double top plate. End-wall panels finish at 94 7/16 in; the gable starts at 94 9/16 in. This places both horizontal edges over timber. The actual roof template and the remaining gable supports still need resolving.
Open the gable joint enlargementDimensioned drawing · expand to inspect at full size
Keep each revised piece with its own sheet ID.
Rip to width first so each retained strip stays 96 in long, then crosscut the four end-wall pieces. JS identifies the sheet; J identifies the panel; JO identifies its retained strip. Opening cutouts, horizontal offcuts and spare sheets receive no quantity credit.
Read the J-case dimensions · 10 sheets
| Piece / sheet | Face / start → end | Width × height | Retained strip × 96 |
|---|---|---|---|
| J-F1 / JS01 | Front −1/2 → 35 15/16 | 36 7/16 × 94 7/16 in | JO01: 11 7/16 × 96 in |
| J-F2 / JS02 | Front 36 1/16 → 72 1/2 | 36 7/16 × 94 7/16 in | JO02: 11 7/16 × 96 in |
| J-B1 / JS03 | Rear −1/2 → 31 15/16 | 32 7/16 × 94 7/16 in | JO03: 15 7/16 × 96 in |
| J-B2 / JS04 | Rear 32 1/16 → 72 1/2 | 40 7/16 × 94 7/16 in | JO04: 7 7/16 × 96 in |
| J-L1 / JS05 | Left 1/8 → 35 7/16 | 35 5/16 × 96 in | JO05: 12 9/16 × 96 in |
| J-L2 / JS06 | Left 35 9/16 → 67 7/16 | 31 7/8 × 96 in | JO06: 16 × 96 in |
| J-L3 / JS07 | Left 67 9/16 → 95 7/8 | 28 5/16 × 96 in | JO07: 19 9/16 × 96 in |
| J-R1 / JS08 | Shared right 1/8 → 35 7/16 | 35 5/16 × 96 in | JO08: 12 9/16 × 96 in |
| J-R2 / JS09 | Shared right 35 9/16 → 67 7/16 | 31 7/8 × 96 in | JO09: 16 × 96 in |
| J-R3 / JS10 | Shared right 67 9/16 → 95 7/8 | 28 5/16 × 96 in | JO10: 19 9/16 × 96 in |
Check the actual framing and product.
Confirm corner thickness, outside frame dimensions and the timber behind each joint. If any assumption changes, revise all affected panels together.
Return to wall framing · S04 →Fit the gable to the actual roof.
The 111 in ridge and 5:12 outline are reference geometry. Establish the roof template and remaining support before accepting the gable blank.
Return to roof framing · S05 →Dry-fit the corner, then reconcile M11.
Check the corner overlap and the two edges of every seam before batch cutting. Add any replacement gable stock and spares to the purchase quantity. Weather layers and corner trim stay in M14.
Return to enclosure · S08 →
Ten assigned sheets still do not settle the order.
The original M11 allowance remains 16 sheets. Save this case version and the actual product in your quote notes; the schedule does not change your saved quantities.
Basis and remaining design decisions
Derived from the fixed Walk-In v1.1.0 frame coordinates. The overlap and relocated joint are an editorial geometric application. This detail does not settle structural connections, bracing, fastening or the weatherproof finish.
APA supports the general panel-spacing principle; it does not approve this case. Follow the selected panel manufacturer’s instructions.
Find your part, drawing and next step
These 28 entries link the fixed v1.1.0 cut schedule to the relevant views and work stages. A drawing reference locates the assembly; it does not mean every site-specific connection has been designed.
Download the reading companion · 6-page PDF ↓SK-01 · foundation
2 × 96 in · 4×6 PT
Full-length skids
Report a question about SK-01 →FL-01 · floor
2 × 96 in · 2×6
Side rims
Report a question about FL-01 →FL-02 · floor
7 × 69 in · 2×6
End and interior joists
Report a question about FL-02 →WL-01 · walls
30 × 91.5 in · 2×4
Full studs, kings and corner/backing studs
Report a question about WL-01 →WL-02 · walls
6 × 72 in · 2×4
Front/rear bottom and top plates
Report a question about WL-02 →WL-03 · walls
4 × 89 in · 2×4
Side bottom and first top plates between end walls
Report a question about WL-03 →WL-04 · walls
2 × 96 in · 2×4
Side second top plates; lap corners
Report a question about WL-04 →DR-01 · human door
2 × 81 in · 2×4
Jack studs for 82.5 in rough height
Report a question about DR-01 →DR-02 · human door
2 × 37 in · 2×6
Double header; verify selected door
Report a question about DR-02 →DR-03 · human door
3 × 5 in · 2×4
Header cripples: 93 in underside of first top plate minus 88 in header top
Report a question about DR-03 →PD-01 · pop door
3 × 14.5 in · 2×4
Header/sill blocks fit the 14.5 in space between stud faces; fit side packers for a 12 in opening
Report a question about PD-01 →RF-01 · coop roof
14 × 48 in · 2×4
Rafter blanks; cut one verified 5:12 template first
Report a question about RF-01 →RF-02 · coop roof
1 × 108 in · 2×6
Ridge board
Report a question about RF-02 →RF-03 · coop roof
7 × 69 in · 2×4
Rafter ties
Report a question about RF-03 →RN-01 · run
3 × 96 in · 4×4 PT
High-row post BLANK; field-cut after base standoff, actual bearing levels and tested 2:12 roof template are confirmed
Report a question about RN-01 →RN-02 · run
3 × 96 in · 4×4 PT
Low-row post BLANK; field-cut after base standoff, actual bearing levels and tested 2:12 roof template are confirmed
Report a question about RN-02 →RN-03 · run
2 × 96 in · 2×6
High and low run beams
Report a question about RN-03 →RN-04 · run
7 × 84 in · 2×4
2:12 run-rafter blanks
Report a question about RN-04 →RN-05 · run
6 × 96 in · 2×4
Four purlins and two outer-side mesh rails
Report a question about RN-05 →RN-06 · run
4 × 72 in · 2×4
Rear top/bottom rails; front top rail; one front-bottom blank split around gate. Field-fit without blocking entry.
Report a question about RN-06 →GT-01 · run gate
2 × 71 in · 2×4
Full-height gate stiles; 71 in leaf in a 72 in framed opening
Report a question about GT-01 →GT-02 · run gate
2 × 26.25 in · 2×4
Rails fit BETWEEN two 1.5 in stiles: 29.25 in leaf; confirm hinge/latch gaps
Report a question about GT-02 →GT-03 · run gate
1 × 84 in · 2×4
Diagonal brace blank; trim to fit after squaring
Report a question about GT-03 →IN-01 · interior
2 × 65 in · 2×2
Lift-out roosts between side-wall faces; ease edges and verify flock suitability
Report a question about IN-01 →IN-02 · interior
4 × 12 in · 2×4
Roost support cleats
Report a question about IN-02 →RN-07 · run gate opening
2 × 96 in · 2×4
Gate-jamb blanks: field-fit to selected top support and opening; confirm connectors locally
Report a question about RN-07 →IN-03 · interior
4 × 12 in · 2×4
Nest support-cleat blanks; fit to backing and selected removable mounting method
Report a question about IN-03 →PD-02 · pop door
2 × 12 in · 2×4
Side packers; rip to nominal 1.25 in width to reduce 14.5 in stud bay to 12 in clear; verify actual frame
Report a question about PD-02 →What is a counted quantity, and what still needs a decision?
Scheduled baseline quantities
Lumber stock, floor and nest sheets are stated for this fixed version. Inspect actual stock, kerf, sheet fit and the selected product before ordering.
Allowances to reconcile
M11: 16 wall sheets is provisional. M12: four roof sheets include infill, whose seams need support. Neither area division nor an available offcut proves a supported sheet layout.
Product or site quantities
Roof covering, WRB/siding, mesh, ground transitions and selected hardware need their own measured or quoted scope. Keep missing quantities and prices visible; an incomplete quote is a subtotal.
Area-only cross-check · why eight sheets is not a layout
Use the detailed seam map and sheet allocation above →
The four rectangular faces total 224 sq ft; the two gables add 7.5 sq ft, before openings and assembly allowances. Dividing 231.5 by a 32 sq ft sheet gives an area-only lower bound of 8 sheets. It does not prove an eight-sheet layout.
- Measure finished wall and gable faces, corner build-up and the actual sheets.
- Mark every seam on the wall frame. A 48 in edge does not automatically land on the current studs; resolve backing before choosing the sheet cuts.
- Place door and vent cuts, then record which offcuts remain usable. Allow for product gaps, saw cuts and damage.
- Replace the provisional M11 quantity only after recording that layout and its waste allowance. Keep supplier quotes for cladding separate from sheathing.
Roof infill seams, wall corners, run connections and roost sockets also need the actual backing, fastening and product details. The existing B drawings locate these assemblies; unresolved connection design cannot be filled in with a generic screw count.
From parts to a purchase list
Stock allocation uses at least 96 in usable length (120 in for the ridge), 1/8 in kerf between parts, no end-trim allowance and no reuse of defective timber. Verify usable stock before cutting; exact 96 in members need an untrimmed full-length board. Quantities marked “Confirm” still need a site or product decision. Blank quantities are unresolved, not zero.
Add my local unit prices →Purchase quantities · 31 line items
| ID / item | Quantity / unit | Basis and decision |
|---|---|---|
| M01 · Coop support assemblies | 6 assemblies | Confirm: Three supports under each skid; site design controls size, position and anchors |
| M02 · Run support assemblies | 6 assemblies | Confirm: One independently designed support for each run post |
| M03 · 4×6 ground-contact PT | 2 8 ft boards | SK-01; verify actual usable stock length |
| M04 · 4×4 ground-contact PT | 6 8 ft boards | RN-01 / RN-02; field-adjust for actual support-base levels |
| M05 · 2×6 No. 2 or better | 12 8 ft boards | FL-01 / FL-02 / DR-02 / RN-03; see stock allocation |
| M06 · 2×6 No. 2 or better | 1 10 ft board | RF-02 ridge; final structural suitability remains local |
| M07 · 2×4 No. 2 or better | 90 8 ft boards | Computed stock allocation plus three spare boards; selected grade still needs review |
| M08 · 2×2 roost stock | 2 8 ft boards | IN-01; choose sound stock and ease upper edges |
| M09 · 1×6 exterior fascia/trim | 4 10 ft boards | Confirm: Provisional allowance; measure actual fascia and rake runs |
| M10 · 3/4 in exterior floor plywood | 2 4×8 sheets | PN-FL: two 48×72 panels; check strength-axis direction and supported seam |
| M11 · 1/2 in exterior wall sheathing | 16 4×8 sheets | Confirm: PN-WL provisional allowance; reconcile actual faces, openings and seam support |
| M12 · 1/2 in exterior roof sheathing | 4 4×8 sheets | PN-RF: main panels and end infill; support infill seams |
| M13 · 1/2 in exterior nest plywood | 1 4×8 sheet | PN-NB and header spacer offcut; see measured panel cuts |
| M14 · WRB, siding and exterior trim | Unresolved quoted package | Confirm: Measure actual faces; product overlap, opening treatment and waste vary |
| M15 · Coop roofing and flashing | Unresolved quoted package | Confirm: Two nominal 45.5×108 in roof planes before product laps/trim; verify templates |
| M16 · Run roofing and flashing | Unresolved quoted package | Confirm: Nominal 79×108 in plane before product laps/trim; select for 2:12 pitch |
| M17 · Hardware cloth and edge battens | Unresolved quoted package | Confirm: Measure free walls, vents, apron, gate, overlaps and cuts; do not assume a 200 sq ft roll is complete |
| M18 · 32×80 exterior/pre-hung door | 1 unit | Confirm: Verify selected unit against rough opening before framing |
| M19 · Run gate hinges | 3 hinges | Confirm: Baseline count; verify gate load, hardware gaps and fixing method |
| M20 · Run gate latch | 1 latch | Confirm: Select closure for local predator pressure and service access |
| M21 · Pop-door hinges | 2 hinges | Confirm: Coordinate with selected pop-door panel or proprietary unit |
| M22 · Pop-door latch/panel | 1 assembly | Confirm: Size to finished opening and overlap; proprietary unit may replace hinges |
| M23 · Coop rafter uplift ties | 14 ties | Confirm: C06: one per coop rafter bearing; listed fasteners separately |
| M24 · Run rafter bearing connectors | 14 connectors | Confirm: C09: seven rafters with two bearings each |
| M25 · Run post caps | 6 caps | Confirm: C08; match beam and post dimensions |
| M26 · Run post bases | 6 bases | Confirm: Match site support design; avoid duplication in M02 quote |
| M27 · Floor/skid angles and anchors | Unresolved quoted package | Confirm: C02 and selected foundation design; confirm crossings and fastening schedule |
| M28 · Framing and connector fasteners | Unresolved quoted package | Confirm: C01–C09 plus panels and corners; named connector fasteners are not interchangeable |
| M29 · Vent framing, mesh and weather hoods | Unresolved quoted package | Confirm: Locate openings between framing or provide reviewed reframing; preserve airflow |
| M30 · Removable fitting brackets, sealant and finish | Unresolved quoted package | Confirm: Nest and roost backing, edge protection and selected cleaning-compatible surfaces |
| M31 · Delivery, tax, tools and site services | Unresolved quoted package | Confirm: Enter only costs not already included in another quote |
Member cuts · 28 groups
| Part / assembly | Stock | Length × count | Fitting note |
|---|---|---|---|
| SK-01 · foundation | 4×6 PT | 96 × 2 | Full-length skids |
| FL-01 · floor | 2×6 | 96 × 2 | Side rims |
| FL-02 · floor | 2×6 | 69 × 7 | End and interior joists |
| WL-01 · walls | 2×4 | 91.5 × 30 | Full studs, kings and corner/backing studs |
| WL-02 · walls | 2×4 | 72 × 6 | Front/rear bottom and top plates |
| WL-03 · walls | 2×4 | 89 × 4 | Side bottom and first top plates between end walls |
| WL-04 · walls | 2×4 | 96 × 2 | Side second top plates; lap corners |
| DR-01 · human door | 2×4 | 81 × 2 | Jack studs for 82.5 in rough height |
| DR-02 · human door | 2×6 | 37 × 2 | Double header; verify selected door |
| DR-03 · human door | 2×4 | 5 × 3 | Header cripples: 93 in underside of first top plate minus 88 in header top |
| PD-01 · pop door | 2×4 | 14.5 × 3 | Header/sill blocks fit the 14.5 in space between stud faces; fit side packers for a 12 in opening |
| RF-01 · coop roof | 2×4 | 48 × 14 | Rafter blanks; cut one verified 5:12 template first |
| RF-02 · coop roof | 2×6 | 108 × 1 | Ridge board |
| RF-03 · coop roof | 2×4 | 69 × 7 | Rafter ties |
| RN-01 · run | 4×4 PT | 96 × 3 | High-row post BLANK; field-cut after base standoff, actual bearing levels and tested 2:12 roof template are confirmed |
| RN-02 · run | 4×4 PT | 96 × 3 | Low-row post BLANK; field-cut after base standoff, actual bearing levels and tested 2:12 roof template are confirmed |
| RN-03 · run | 2×6 | 96 × 2 | High and low run beams |
| RN-04 · run | 2×4 | 84 × 7 | 2:12 run-rafter blanks |
| RN-05 · run | 2×4 | 96 × 6 | Four purlins and two outer-side mesh rails |
| RN-06 · run | 2×4 | 72 × 4 | Rear top/bottom rails; front top rail; one front-bottom blank split around gate. Field-fit without blocking entry. |
| GT-01 · run gate | 2×4 | 71 × 2 | Full-height gate stiles; 71 in leaf in a 72 in framed opening |
| GT-02 · run gate | 2×4 | 26.25 × 2 | Rails fit BETWEEN two 1.5 in stiles: 29.25 in leaf; confirm hinge/latch gaps |
| GT-03 · run gate | 2×4 | 84 × 1 | Diagonal brace blank; trim to fit after squaring |
| IN-01 · interior | 2×2 | 65 × 2 | Lift-out roosts between side-wall faces; ease edges and verify flock suitability |
| IN-02 · interior | 2×4 | 12 × 4 | Roost support cleats |
| RN-07 · run gate opening | 2×4 | 96 × 2 | Gate-jamb blanks: field-fit to selected top support and opening; confirm connectors locally |
| IN-03 · interior | 2×4 | 12 × 4 | Nest support-cleat blanks; fit to backing and selected removable mounting method |
| PD-02 · pop door | 2×4 | 12 × 2 | Side packers; rip to nominal 1.25 in width to reduce 14.5 in stud bay to 12 in clear; verify actual frame |
Connection references · 10 joints
C01 · Floor joist to rim
3 × 16d HDG nails each joist end, or listed equivalent
Check: Ends flush; frame diagonal 120 in both ways
C02 · Floor frame to skid
1 listed structural angle at each rim/skid crossing; listed fasteners only
Check: Connector bears fully on both members
C03 · Wall stud to plate
2 × 16d end nails or 3 × 10d toenails at each stud end
Check: Stud ends and plates bear fully. Door and vent openings need their own backing/framing checks.
C04 · Wall to floor
1/4 × 4 in listed structural screw at max 16 in O.C. into rim/joist
Check: Walls plumb and corners fastened together
C05 · Door header
Header plies: 10d nails at 12 in O.C. staggered; 3 × 16d each end into king
Check: 34 × 82.5 in rough opening after squaring
C06 · Rafter to wall
1 listed uplift tie at every seat with manufacturer-listed fasteners
Check: 14 ties installed; birdsmouths bear evenly
C07 · Rafter to ridge
3 × 10d nails each rafter end or listed equivalent
Check: Seven pairs aligned at marked stations
C08 · Run beam to post
1 listed post cap at each of 6 posts with listed fasteners
Check: Confirm actual bearing levels from a shared reference and tested 2:12 roof template; account for connector/base standoffs before cutting post blanks.
C09 · Run rafter to beam
1 exterior-rated framing angle or hurricane tie at each bearing
Check: Seven rafters maintain 2:12 fall away from coop
C10 · Hardware cloth
Baseline edge detail: fasten cloth to timber, cover exposed edges with battens; confirm fastener length and spacing for the selected mesh and timber.
Check: Inspect every seam, corner, gate edge and ground transition; the mesh opening size alone is not a protection guarantee.
Inside the actual 29-page PDF
These are rendered pages from this release, not sample artwork. Open the PDF page for readable text and measurements.
Resolve before ordering
Decisions for the actual site
- Pier diameter, depth and reinforcement for soil, frost, flood and slope
- Member and connector suitability for local snow, wind and seismic loads
- Setbacks, permits, HOA rules and utility clearance
- Roofing, siding, door and hardware manufacturer requirements
The current layout / in use
See what moves when you clean.
The nest unit stays in place. The two specified lift-out roosts come out so you can reach the rear floor. Try the route with your actual container before fixing the fittings.
Fittings visualizations for Build Plan v1.1.0. The roof and front wall are removed for visibility; enclosure layers, openings and fastening details are omitted. Use B07 for the measured layout.
Where do feed and water go?
A possible arrangement is to service feed and water inside the covered run from its separate gate, away from the coop opening and bedding route. That arrangement depends on continuous bird access, suitable weather protection and the actual equipment footprint. If birds are confined indoors, add an accessible supply position and recheck the layout; the current indoor lane is not spare equipment space.
Check equipment position, spills and refill access →Existing construction documents and worksheets retain their original drawing units and versions.
Fit the current design to your site
Measure the footprint, then resolve the site details.
The current DIY Build Plan supplies baseline dimensions and schedules. This rectangle check only compares the published coop-and-run footprint with your measurements; allow additional space for roof projections, entrances and locally required separations.
Measured yard fit · rectangle check
Put the Plan inside a space you measured.
Enter the usable rectangle left after any locally required setbacks or routes you already know about. The result checks two orientations and keeps everything else visible.
Measure one candidate rectangle. Enter decimal feet or field notation such as 10' 6"; the worksheet converts inches for you.
Current readout
Enter both measurements to compare at scale.
1 selected Plan. Positive remaining lengths are unassigned space, not recommended clearance.
8-Chicken Walk-In Coop Plan
Candidate area not measured.
Still measure or confirm
- Keep both front approaches usable: the coop door and the independent run gate.
- The current run has a separately supported roof. Roof projections, runoff, wind-driven rain and working space remain separate checks.
Confirm before ordering
- Pier diameter, depth and reinforcement for soil, frost, flood and slope
- Member and connector suitability for local snow, wind and seismic loads
- Setbacks, permits, HOA rules and utility clearance
- Roofing, siding, door and hardware manufacturer requirements
Prepare local material prices · Place the body envelope in your yard
Sources and versions
Page content v4.6.0 · layout model 4.0.0 · walk-in-build-1.1.0 · comparison walk-in-editorial-b-1.0.0. Reviewed 2026-10-01. These are internal consistency checks, not a documented field build or site-specific structural approval.
Care routes and fitting alternatives are editorial applications of the named geometry. B is a separate comparison; its changes are not added to the construction files.
- Oregon State University Extension — Backyard chicken coop design
Backyard coop examples. The source does not endorse a particular coating, liner or this design. Source checked 2026-10-01.
- University of Minnesota Extension — Raising chickens for eggs
General backyard care. Product compatibility and site drainage are separate decisions; no generic chemical recipe is reproduced. Source checked 2026-10-01.