Every dimension belongs to an object and a drawing. Original room numbers, object marks, printed values and source regions stay together—even when the answer is unresolved.
464 of 464 photographs have extraction records, containing 27,517 properties. Initial image review is not exhaustive extraction: 0 photographs have passed the full-region check. 66 numbered sheets are reconciled. Modeling and architectural registration are separate work; these counts do not establish a complete building.
Download the structured register (JSON)Original sheet identity has not yet been reconciled.
Extraction: Reviewed · extraction partial. IMG_1327 bounded typical roof slab section: candidate dimensions remain unreviewed; no field placement. Main roof physical field gate; one IMG_1327 detail inspected after text audit, no accepted solid. Partial timed visual review: Selected new access-derivative regions inspected; previously verified evidence reused. Partial extraction only. Partial timed visual review: Sequential access derivative inspection for detail assignment and hooked-end note; no numeric fraction resolved. Partial timed visual review: Prior evidence reused; only selected remaining source-local regions reviewed. No historical placement or accepted physical geometry. Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: Source-local schedule, fabrication or connection evidence only; no installed geometry or architectural acceptance. Partial timed visual review: undefined
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Scroll or pinch to inspect this drawing. Archival drawing photograph · Oregon Historical Society research collections.
Open source image separately ↗Printed values, calculations, image traces and observed counts are different kinds of evidence. “Verified” applies to the specific reading—not to the whole room or model.
4 in
Rod spacing in over8foot spans; prior thickness4½in and applicability reused.
Drawing notation: ⅜ φ 4″ O.C.
Rod spacing in over8foot spans; prior thickness4½in and applicability reused.
Literal fraction/round-rod designation only; diameter unit not expressly established.
Drawing notation: ⅜ φ
Literal fraction/round-rod designation only; diameter unit not expressly established.
Literal fraction/round-rod designation only; diameter unit not expressly established.
Drawing notation: ⅜ φ
Literal fraction/round-rod designation only; diameter unit not expressly established.
Fraction retained as literal spacer specification; no physical diameter unit guessed.
Drawing notation: ⅜ SPACERS
Fraction retained as literal spacer specification; no physical diameter unit guessed.
Printed typical-vault rule, covering the depicted roof/wall vault detail. Half and round/diameter glyph legible; no explicit inch mark or independent diameter-unit convention. Existing0.5in candidate retained without confirmation.
Drawing notation: ALL STEEL IN VAULTS TO BE ½φ
Printed typical-vault rule, covering the depicted roof/wall vault detail. Half and round/diameter glyph legible; no explicit inch mark or independent diameter-unit convention. Existing0.5in candidate retained without confirmation.
Literal mesh annotation beside typical beam fireproofing. #10 is a gauge/designation token, not thickness; mesh pitch units await governing convention.
Drawing notation: 6 × 6 #10 WIRE MESH
Literal mesh annotation beside typical beam fireproofing. #10 is a gauge/designation token, not thickness; mesh pitch units await governing convention.
Beam enclosure anchoring rule; column clips require separate dimensions/applicability.
Drawing notation: BEND MESH AROUND TOP FLANGE. CLIPS SIMILAR TO THOSE USED FOR COLS.
Beam enclosure anchoring rule; column clips require separate dimensions/applicability.
Printed instruction to use similar securing method, not one uniform enclosure geometry.
Drawing notation: NOTE: USE SIMILAR METHOD OF SECURING WIRE MESH FOR ALL STRUCTURAL SHAPES
Printed instruction to use similar securing method, not one uniform enclosure geometry.
2 in
Vertical bottom cover witness at typical beam enclosure, distinct from earlier roof-slab candidate.
Drawing notation: 2″
Vertical bottom cover witness at typical beam enclosure, distinct from earlier roof-slab candidate.
2 in
Horizontal side cover witness at typical beam enclosure, distinct from earlier roof-slab candidate.
Drawing notation: 2″
Horizontal side cover witness at typical beam enclosure, distinct from earlier roof-slab candidate.
Partial lower column detail annotation; rod fractions, metal clips, exact enclosure and installed assignment remain open.
Drawing notation: 6 × 6 #10 W. MESH FASTENED TO VERT. RODS
Partial lower column detail annotation; rod fractions, metal clips, exact enclosure and installed assignment remain open.
3 in
Center vertical witness between top and underside horizontal slab lines in TYPICAL ROOF SLAB. Exact same source slab-thickness witness as prior candidate; no roof field assignment or roof covering thickness.
Drawing notation: 3″
Center vertical witness between top and underside horizontal slab lines in TYPICAL ROOF SLAB. Exact same source slab-thickness witness as prior candidate; no roof field assignment or roof covering thickness.