Garden · GA-028

Inverted watering-can draining rack

Hold two empty watering cans inverted so residual water can drain before storage.

Editorial construction draft. Original digital diagrams; no physical build or load certification. Read dimensions, fit and use limits before making changes. US customary dimensions control; metric values are references.

Before marking and cutting

Use limits

Materials and cuts

PartQtySize to cutMaterial
P01 Base rails224 × 3 1/2 × 3/4 in
609.6 × 88.9 × 19.05 mm
1 × 4 in board sound untreated cedar or other durable untreated wood
P02 Cross ties216 × 1 1/2 × 3/4 in
406.4 × 38.1 × 19.05 mm
1 × 2 in board sound untreated cedar or other durable untreated wood; no unknown salvage
P03 Can locating pegs26 × 1/2 × 1/2 in
152.4 × 12.7 × 12.7 mm
1/2 in dowel smooth hardwood
P04 Central support rail124 × 3 1/2 × 3/4 in
609.6 × 88.9 × 19.05 mm
1 × 4 in board sound untreated cedar or other durable untreated wood
P05 Peg blocks23 × 3 × 3/4 in
76.2 × 76.2 × 19.05 mm
measured 3/4 in plywood exterior-bond plywood for protected non-food-contact fixtures

Hardware and consumables

Tools

Assembly

GA-028 dimensioned assembly
  1. Plan the inverted watering-can draining rack for this result: Hold two empty watering cans inverted so residual water can drain before storage. Confirm the design reference before cutting: Two cans drain without tip-over; pegs do not take vertical weight. In the drawings x runs left to right, y runs front to rear and z runs upward.
  2. Verify the required stock before laying out these parts: 1 × 2 in board: actual 0.75 × 1.5 in (19.05 × 38.1 mm); 1 × 4 in board: actual 0.75 × 3.5 in (19.05 × 88.9 mm); 1/2 in dowel: measured diameter 0.5 in; measured 3/4 in plywood: measured thickness 0.75 in. Reject split or twisted wood and unknown salvage; thinner stock requires recalculating the joints, not simply using the listed lengths.
  3. Cut and label the finished parts: 2 Base rails 24 × 3.5 × 0.75 in (609.6 × 88.9 × 19.05 mm), mark P01; 2 Cross ties 16 × 1.5 × 0.75 in (406.4 × 38.1 × 19.05 mm), mark P02; 2 Can locating pegs 6 × 0.5 × 0.5 in (152.4 × 12.7 × 12.7 mm), mark P03; 1 Central support rail 24 × 3.5 × 0.75 in (609.6 × 88.9 × 19.05 mm), mark P04; 2 Peg blocks 3 × 3 × 0.75 in (76.2 × 76.2 × 19.05 mm), mark P05. Keep saw kerf outside each finished line. Rip only where the finished width is narrower than the actual stock; use a suitable guide and target ±1/16 in (1.6 mm) for ordinary cuts. Dowel triples mean length × diameter × diameter, not square dowel stock.
  4. Lay the two 24 in base rails parallel with outside depth 16 in. The clear gap between them is 9 in.
  5. Place the 16 in ties across both rails at x = 2 and 20-1/2 in. Check the 24 × 16 in rectangle before fastening.
  6. Pilot and install two 1-1/4 in screws at each tie/rail crossing. Confirm no points emerge below the base rails.
GA-028 dimensioned parts or elevation
  1. Fit the central 24 × 3-1/2 × 3/4 in rail across the two ties at y = 6-1/4 to 9-3/4 in, z = 1-1/2 in. Pilot and use two 1-1/4 in screws at each tie crossing.
  2. Place 3 × 3 × 3/4 in peg blocks on the central rail at x = 5-1/2 to 8-1/2 and 15-1/2 to 18-1/2 in, y = 6-1/2 to 9-1/2 in. Fasten each with two underside screws clear of its center. Confirm these stations fit the actual can openings before drilling.
  3. Drill 1/2 in blind holes 1/2 in deep in the peg blocks at x = 7 and 17 in, y = 8 in. Fit/glue the 6 in dowels with 5-1/2 in projecting above the block. Peg top is z = 8-1/2 in.
  4. Trial-fit empty cans inverted with the pegs entering their filling openings loosely. The cans must rest securely on their own upper rims or handles across the rails; pegs only locate, not carry weight.
  5. Place over a drainable surface. Remove standing water, keep rose heads unblocked and store only empty cans; shorten/remove pegs if they obstruct safe rim support.
  6. Complete the acceptance checks below before putting the assembly into service. Record any changed stock thickness, fastener or equipment fit on the project sheet. The published geometry has not been physically built or load-tested.

Checks

Operation

Cleaning and maintenance

Primary context

These sources inform the context and do not endorse the original construction design.