- Footprint
- 12′-0″ front façade × 10′-0″ depth
- Office clear
- 8′-0″ finish floor to loft underside
- Upper level
- 68.6 sq ft finished deck, approximately 69% of the 99 sq ft room; not a permitted habitable loft; upper-level use, access, and classification require review
- Upper clear
- See live model clearance
- Roof pitch
- 1:12 — rises 10″ across the 10′ wall run
- Overall height
- 14′-4″ from modeled grade to the high roof edge
- Roof run
- 10′-6″ including the 3″ front and rear overhangs; total rise 10½″
- Assemblies
- Walls 6″, floor and upper decks 9″, plinth 4″ nominal (schematic)
- Desk
- Article Leif 50″ Modular Desk, Smoked Oak — 50″ W × 20″ D × 30″ H, under the left side window
- Right-side seating
- Swappable in the panel: IKEA ROCKSJÖN loveseat (55⅞″ W × 30⅜″ D × 31½″ H, seat 18½″) or one matching ROCKSJÖN armchair (29⅞″ W × 30¾″ D × 31½″ H) with an IKEA LISTERBY side table (19⅝″ dia. × 22″ H). Both arrangements sit below the 36″ window sill and leave more open floor than the earlier PÄRUP / two-chair study
- Upper edge
- 16″ double-height slot at the front wall; exposed beam pockets 3″ into each side wall above schematic two-stud packs and floor blocking
- Exposed gap option
- Short walnut sections align with the existing joist grid across the edge beam, but stop at its front face — NOT continuous joists penetrating the beam. A conceptual front ledger supports their other ends. No floor is added across the gap. Connections, bearing, ledger support and load capacity require engineering; this option is not structural approval
- Redwood context
- Approximate redwoods to the left (world −X), included to explore the window view. Positions, heights and spacing are illustrative, not surveyed; no clearance, root-zone, setback or arborist conclusion is implied
- Eye-level views
- Entry eyes 5.3 ft above the office floor; desk and seating eyes 3.9 ft. The low loft viewpoint is at y = 10.7 ft, only 1.95 ft above the 8.75 ft deck — seated / crouched, NOT standing. Low headroom and permitted use remain unresolved. These are fixed orbit viewpoints, not collision-protected walking controls
- Upper access
- Full open ladder bay; ladder is nearly flush to the rear wall at approximately 88.6° with a 2½″ horizontal run and requires local code review
- Front openings
- Nominal 72″ × 80″ slider + 72″ × 24″ fixed clerestory; both inset edges align, 12″ left of center; upper head at 11′-2″
- Side windows
- Two nominal 48″ × 48″ lower units + one 48″ × 24″ upper unit on the tree-facing left wall; both left-side edges align; upper sill/head at 9′-2″ / 11′-2″. Relocated framing requires engineering review
- Rear built-in
- 8′-11⅜″ warm-white run to the right of the ladder: 4 × 23⅝″ BESTÅ frames with 6.45″ scribed fillers at both ends
- Cabinet depth
- 15¾″ standard frames; approximately 23½″ remains between cabinet fronts and the left desk
- Cabinet height
- 25¼″ frames on a 4″ plinth with a ¾″ top = 30″ finished counter; two companion warm-white, 10″-deep floating shelves sit above at 45″ and 63″
- Wood finish
- Warm dark-walnut planks continue across the floor, loft, guardrail, exposed loft beam, and joists; the near-vertical ladder, slim window sills, built-ins, and shelves are warm white
- Structural framing
- Framing (X-ray) shows 2×6 walls @ 16″ o.c., blocking near 4′ and 8′, 2×8 floor/upper-level joists and rafters, and punched-window headers. Sizes are conceptual and not engineered
- Front frame
- Unresolved wood lateral-system design zones flank the stacked opening. The shown upper LVL is conceptual; no proprietary panel, capacity, or compliant portal system has been selected or verified
- Front infill
- A separate conceptual (2) 1¾″ × 9¼″ LVL sits above the slider, with framed infill up to the clerestory sill. Final bearing, panel connection, deflection, rough-opening, and flashing details require engineering and window/door coordination
- Front lateral path
- Connections, hold-downs, and anchor locations are unresolved schematic zones, not a verified anchorage design. A roof collector and continuous concrete reaction zone are shown so the wall, diaphragm, portal, and foundation can be designed as one system
- Upper-floor framing
- 2×8 joists @ 16″ o.c. bear on a rear ledger and an independent (2) 1¾″ × 11⅞″ LVL edge beam supported by side-wall post packs ahead of the lower windows, keeping reactions off the front opening wall
- Foundation
- The X-ray now shows a continuous front grade-beam reaction zone, enlarged zones below both front lateral-system design zones, and zones below the upper-floor posts. These are load-path diagrams, not footing dimensions or reinforcement
Not verified: structural framing and footings, egress and guard heights, final
manufacturer unit/rough-opening dimensions, glazing schedule, insulation and
ventilation, setbacks and permitting.