OPEN WORKSPACE STRUCTURE

20'-0" × 14'-0" · Corrugated Metal Roof · No Walls
Scale: NTS (Not To Scale)
Date: Feb 2026
Owner-Builder Project
Citrus County, FL

Plan View (Top) — Looking Down

20'-0" 14'-0" 10'-0" OC 10'-0" OC OPEN — NO WALLS OPEN FRONT ← GUTTER (LOW SIDE — WATER COLLECTION) → N↑

Front Elevation — 9'-0" Open Side

H H H 9'-0" CLR 3'-0" BURIED 20'-0" OPEN — NO WALL 3' BURIAL DEPTH (60lb Quikrete footing)

Side Elevation — Showing Roof Slope (9' Front → 8' Back)

50 GAL 9'-0" FRONT 14'-0" DEPTH 8'-0" BACK FRONT BACK GUTTER + TANK ROOF SLOPE: ~8.5° (1" drop per 14")

Connection Detail & Post Footing

POST FOOTING DETAIL GRADE 4x6 PT POST 3'-0" DEEP 60lb QUIKRETE FAST-SET FOOTING BEAM-RAFTER CONNECTION SIMPSON H2.5A HURRICANE STRAP 1/2" LAG BOLTS POST CAP 45° KNEE BRACE 2x6 ROOFING SCREWS: #12 HEX HEAD W/ NEOPRENE WASHER RAFTER SPACING: 24" ON CENTER

Legend

4x6 PT Posts (8)
2x8 Beams (2 × 20')
2x6 Rafters / Knee Braces
26ga Corrugated Metal Roof
Gutter + 50gal Water Tank
Quikrete Concrete Footing
Hurricane Straps (H2.5A)
Open Area (No Walls)
STRUCTURAL NOTES: All lumber to be #2 or better Southern Yellow Pine (SYP). All posts to be Pressure Treated (PT) rated for ground contact (UC4B minimum). Posts buried 3'-0" min with Quikrete Fast-Set footing, 12" diameter hole recommended. Hurricane straps (Simpson H2.5A or equiv.) at every rafter-to-beam connection. Knee bracing required at all 8 posts — 45° angle, 2x6 minimum, ~4' length each side. Corrugated metal roof: 26 gauge min, panels overlapped 1 corrugation, fastened with #12 hex-head roofing screws with neoprene washers at 12" OC on edges, 24" OC field. Gutter on low (rear) side; first-flush diverter recommended before 50-gal collection tank. Verify setbacks and obtain Citrus County permit before construction. Call (352) 527-5310.