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Wall Framing Drawings

Front wall elevation · End wall elevation · Cross-section

Front Wall Elevation — 14' tall × 22' wide

DBL 2×4 TOP PLATE 2×4 BOTTOM PLATE 7' 4" 14' 8" DBL 2×10 DBL 2×10 HDR DBL 2×10 DBL 2×6 3' - 0" S.D. 6' - 0" D.D. 3' - 0" S.D. 1'×5' TRANS. 1'×6' TRANS. 1'×5' TRANS. 22' - 0" 7' 4" 7' 4" 7' 4" 14' - 0" 7' - 0" 2×4 framing @ 16" OC (typ.) · All headers galvanized hardware · King studs full height · Trimmers to door header
Openings: Side doors 3'-0" (36" RO); center double door 6'-0" (72" RO); transom windows 1'×5' sides, 1'×6' center  ·  Headers: DBL 2×10 for all doors; DBL 2×6 for transom windows  ·  Partition walls: at 7'4" and 14'8" from left (doubled stud)  ·  King studs run full height; trimmers bear the header load

End Wall Elevation — 6' wide, tapered 10'→14'

2×4 BOTTOM PLATE 2×4 TOP PLATE (8:12 BEVEL) 6' - 0" 10' - 0" 14' - 0" 8:12 PITCH BACK FRONT END WALL ELEVATION
Studs tapered from 10'-0" (back) to 14'-0" (front) to match 8:12 roof pitch  ·  Top plate cut at 33.7° bevel  ·  5 studs @ 16" OC (including end corners)  ·  Same profile for interior partition walls ×2

Cross-Section — Looking toward Front Wall

CROSS-SECTION GRADE 4' DEEP PIER DBL 2×8 BEAM 3/4" T&G DECKING 2×8 JOIST @ 16" OC BACK WALL 10' LEDGER FRONT WALL 14' 2×8 RAFTER @ 16" OC 8 12 6' - 0" ~10-11" FLOOR HT FLOOR H2.5A TIE
Concrete piers 4' deep (below frost line) · Pier tops ~3" above grade · Doubled 2×8 PT beam on ABA ZMAX post bases · 3/4" T&G PT decking on 2×8 joists @ 16" OC · 8:12 mono-pitch · 2×8 rafters rest on front double top plate and back wall ledger · H2.5A hurricane ties at every rafter connection