111-53304 — Concept Structural Drawing Set (Blueprints)

Storage shed (40×24, open front) & Shop (40×40, 2-ton bridge crane, mezzanine) · Parkland County, AB · Issued for P.Eng. review 2026-07-01 · NOT FOR CONSTRUCTION · tip: use your browser's Print → Save as PDF

CONCEPT DESIGN — FOR APEGA P.ENG. REVIEW · NOT FOR CONSTRUCTIONSHED — FLOOR & FOUNDATION PLAN40'-0" × 24'-0" · 3 sides clad, 24' front OPEN · gable ridge along length123456RIDGE▶ slide4 SLIDING BARN DOORS24' opening · 2 corner columns onlyclear span — no interior columnsback wall (clad)8'-0"8'-0"40'-0" (5 bays @ 8'-0")24'-0"HSS steel columnscrewpile (12 total)clad wallopenN111-53304 · Shop + Storage Shed111 53304 Range Road 30, Parkland County, ABShed — Floor & Foundation Plan6 welded portal bents @ 8'-0" o.c. · 12 screwpiles · 4 sliding barn doors on 24' frontOwner: Trevor Bernes · concept issue 2026-07-01SHEETSK-1SCALE (approx, at Letter)1/8" = 1'-0"Dims in feet-inches CONCEPT DESIGN — FOR APEGA P.ENG. REVIEW · NOT FOR CONSTRUCTIONFRONT ELEVATION (open end)barn-door track headerdoor 1door 2door 3door 4gable infill clad above4 sliding barn doors — 24' opening (6' leaves)12'-0"15'-0"24'-0"SIDE ELEVATION (clad long wall)corrugated galvanized cladding40'-0"12'-0" eaveRoof: 3/12 gable · Back elevation = solid clad 24' gable (mirror of front, infilled).111-53304 · Shop + Storage Shed111 53304 Range Road 30, Parkland County, ABShed — ElevationsFront: 4 sliding barn doors · sides & back clad in corrugated galvanizedOwner: Trevor Bernes · concept issue 2026-07-01SHEETSK-2SCALE (approx, at Letter)3/16" = 1'-0"Dims in feet-inches CONCEPT DESIGN — FOR APEGA P.ENG. REVIEW · NOT FOR CONSTRUCTIONTYPICAL PORTAL BENT — SECTIONRIDGE 15'-0"12'-0"24'-0" clear spanHSS 5×5 columnHSS 4×4 rafterkneescrewpile8" Zed purlin @ ~4' o.c.2" stud girt @ ~4' o.c.All connections shop/field WELDED (shed is fully welded).111-53304 · Shop + Storage Shed111 53304 Range Road 30, Parkland County, ABShed — Typical Bent Section24' clear-span welded portal · HSS 5×5 columns, HSS 4×4 rafters, knee bracesOwner: Trevor Bernes · concept issue 2026-07-01SHEETSK-3SCALE (approx, at Letter)1/8" = 1'-0"Dims in feet-inches CONCEPT DESIGN — FOR APEGA P.ENG. REVIEW · NOT FOR CONSTRUCTIOND1 · COLUMN BASE / SCREWPILE CAP (welded)HSS columnbase plate ⅜", 4 studspile cap plate (weld)screwpile shaft◤ fillet weld all roundD2 · RAFTER–COLUMN KNEE (moment, welded)gusset + full-pen / fillet weldHSS rafterHSS columnknee braceD3 · PURLIN / GIRT CLIP (welded)rafter/column8" Zed purlinweld-on clipGALVANIZING / CORROSION STRATEGYOption A — weld black steel, then HOT-DIP GALVANIZE finished sub-assemblies (best durability; assemblies must fit the galv kettle).Option B — buy pre-galvanized HSS, weld, then grind + re-coat welds with zinc-rich / cold-galv paint (faster; touch-up discipline required).Ventilate all welding on galvanized steel — zinc fumes (metal-fume fever).Use galvanized/stainless fasteners; isolate dissimilar metals.111-53304 · Shop + Storage Shed111 53304 Range Road 30, Parkland County, ABShed — Connection Details (welded)Welded base, moment knee, purlin/girt clips · galvanizing strategyOwner: Trevor Bernes · concept issue 2026-07-01SHEETSK-4SCALE (approx, at Letter)NTSDims in feet-inches CONCEPT DESIGN — FOR APEGA P.ENG. REVIEW · NOT FOR CONSTRUCTIONSHOP — FLOOR, MEZZANINE & CRANE COVERAGE PLAN40'×40' · eave 14' · 2-ton bridge crane · mezzanine 40'×12' · screwpiles + gravel12345CRANE RUNWAY BEAM (W12×26)CRANE RUNWAY BEAM (W12×26)bridge + hoistbridge hook coverage (open bay)MEZZANINE OVER40'×12' · 150 psf · 9' TOD · shelving aboveunder-mezz ½-ton jib (option)O.H. DOOR 1 14'×12'O.H. DOOR 2 14'×14'man 1man 2man 3OIL-CHANGE PITrecessed · slide-out grates · ventworkbenchmezz stairs (up)10'-0"40'-0" (4 bays @ 10'-0")40'-0"12' mezzNNOTE: 15'×15' O.H. door will not fit under the 14' eave — raise eave to ~16' or use a gable-end door (14'×12' shown).Oil-change pit is a concrete structure — needs a local slab / pit poured now + a mechanical vent (fuel vapours are heavier than air).111-53304 · Shop + Storage Shed111 53304 Range Road 30, Parkland County, ABShop — Floor / Mezzanine / Crane Plan5 bolted bents @ 10' o.c. · 2 O.H. + 3 man doors · oil pit · workbench · mezz@9' + stairsOwner: Trevor Bernes · concept issue 2026-07-01SHEETSK-5SCALE (approx, at Letter)1/8" = 1'-0"Dims in feet-inches CONCEPT DESIGN — FOR APEGA P.ENG. REVIEW · NOT FOR CONSTRUCTIONGABLE-END ELEVATIONcorrugated galvanized cladding14'-0" eave~20'-8" ridge40'-0"4/12 gable (crane-optimal; hip possible at added complexity)SIDE ELEVATION (long wall / runway line)runway @ ~11' (top of rail)14'×12' O.H. door40'-0"111-53304 · Shop + Storage Shed111 53304 Range Road 30, Parkland County, ABShop — Elevations4/12 gable · runway at ~11' · large O.H. door on runway wallOwner: Trevor Bernes · concept issue 2026-07-01SHEETSK-6SCALE (approx, at Letter)3/32" = 1'-0"Dims in feet-inches CONCEPT DESIGN — FOR APEGA P.ENG. REVIEW · NOT FOR CONSTRUCTIONSECTION A-A · TRANSVERSE (crane bay)OIL-CHANGE PIT — slide-out grates, vent2-TON BRIDGE~11' TOR~9'-6" hook14'-0"40'-0" clear spanridge ~20'-8"HSS 6×6 crane columnSECTION B-B · MEZZANINEdeck 150 psf @ 9'shelving½-ton jib rail (opt)~8'-6" clearshelvesDeck at 9' — clear headroom above forperimeter shelving; jib serves beneath.111-53304 · Shop + Storage Shed111 53304 Range Road 30, Parkland County, ABShop — Sections (crane + mezzanine)Clear-span truss · crane runway · mezzanine 150 psf @ 9' + shelving · oil-change pitOwner: Trevor Bernes · concept issue 2026-07-01SHEETSK-7SCALE (approx, at Letter)1/8" = 1'-0"Dims in feet-inches CONCEPT DESIGN — FOR APEGA P.ENG. REVIEW · NOT FOR CONSTRUCTIOND1 · BOLTED BASE / SCREWPILE (demountable)HSS 6×6 columnbase plate + 4 anchor boltspile cap (bolted)screwpile (crane-rated)set forfuture slab topD2 · CRANE CORBEL (bolt-on bracket)columnrunway W12×26bolted seat + cap plateD3 · RAFTER–COLUMN (bolted end-plate)bolted end-plate splice → demountableWELD vs BOLT STRATEGY — SHOPSHOP-WELD (in jig): truss chords/webs, corbel brackets, base-plate to column, mezz beam sub-assemblies → then hot-dip galvanize the finished pieces.FIELD-BOLT: column bases to pile caps, rafter/truss to column, purlin & girt clips, X-bracing, runway to corbels, mezz beams to posts.Result: the whole shop can be UN-BOLTED and relocated — no cutting welds.Use ASTM A325 galvanized structural bolts; slip-critical at crane/bracing.111-53304 · Shop + Storage Shed111 53304 Range Road 30, Parkland County, ABShop — Connection Details (bolted)Bolted bases, corbels, knees, bracing · weld-then-galvanize sub-assembliesOwner: Trevor Bernes · concept issue 2026-07-01SHEETSK-8SCALE (approx, at Letter)NTSDims in feet-inches