Gus J. SolomonUnited States Courthouse
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The measured building.

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.

Source photographs
464
Identified objects
4872
Verified printed values
12046
Disputed values
20

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.

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IMG_1318 · Folder 186

6th Floor Framing Plan

Sheet W404

Extraction: Reviewed · extraction partial. Partial: floor controls and first-floor perimeter frame; not a complete member or connection schedule. W401 Main perimeter beam bands, supports85–96: all visible inner and outer beam labels inventoried. W404 Main perimeter beam band, supports85–96: all visible line/pair/end-beam tags inventoried, with one end-pair profile unresolved. W401 central court/workroom roof: three identifiable members46–49 plus local dimensions; other roof members and girders are not complete. W401 light-court sections: low/high roof levels and special4-foot offset only. W404 central court boundaries and floor notes: topology and general layer notes; wall angles/channels remain incompletely extracted. W404 outside-wall sections: two location-specific stone-face offsets, not full assembly transcription. Bounded outside-wall sectional face offsets only. Bounded wall-section sufficiency audit for the fourth-floor middle Broadway span family. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. W404 support 88–89 physical beam gate; member profile/connection remains open. Partial timed visual review: Bounded source-reading review only; no full-source or geometry acceptance. Partial timed visual review: Existing Main strip member inventory, end pairs, floor and outside-wall controls reused. Partial timed visual review: Targeted source detail only. Master orientation recorded independently from access derivatives. Region bounds are crop locators, not physical geometry. Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: undefined

Unresolved extraction work
  • External elevation datum / benchmark is not established in this set.
  • Only three absolute floor levels are directly printed and verified here: first93.25,second114.25,sixth160.25. Basement and floors3–5,7–8 are schedule-derived arithmetic, with explicit provenance.
  • Schedule-derived seventh173.75 may be a raised/interior region. The parallel envelope extraction reports171.75 on another sheet. Do not collapse these into one seventh-floor level until regional geometry is reconciled.
  • The parallel foundation extraction reports a boiler floor77.75; schedule basement80.25 must not override a local lowered floor.
  • Roof high point195.42 is not sufficient to establish roof slopes, low points, parapets, penthouses or eave heights.
  • Steel tags are offsets from floor datums; a single flat steel surface for each story is not supported. Other-story steel top elevations require their own framing sheets.
  • Interior column coordinates and continuation by floor are not exhaustively transcribed. This extraction includes42 perimeter columns only.
  • Photograph perspective is not rectified. Normalized regions are approximate retrieval aids only.
  • Interior offset row C16–C21 depth and light-court wall faces need explicit architectural/framing dimensions; do not derive their dimensions from apparent photograph spacing.
  • Column schedule describes historic design intent. These drawings alone do not establish as-built or later altered conditions.
  • Resolve W40495–96 paired-member profile symbol before selecting section geometry.
  • Register W401 and W404 independently to known columns before tracing physical boundaries.
  • Complete all interior member/support identities and remaining member marks; this is not a whole-floor beam inventory.
  • Resolve transverse beam offsets, section dimensions, connection locations and plate extents.
  • Inspect W401 plate girders and trusses on Sh.410; lookout-gallery hangers on Sh.208; skylight/workroom and slab details on Sh.413.
  • Inspect W404 light-court wall beams on Sh.402 and outside-wall sections on Sh.403.
  • Extract all actual slab-edge, shaft and stair opening geometry and regional slab exceptions.
  • Verify the inferred pounds-per-foot interpretation against an authoritative project section schedule or details.
  • Coordinate foundations, columns and vertical continuation; do not propagate a footing position into every floor.
  • Run the shared reconstruction register and tests after the reviewed adapter is integrated; no completeness acceptance is implied.
  • Remaining details and notes
  • Vertical stone-face continuation and local projections
  • Full wall construction thickness
  • Architectural reveal/window sections
  • wall.interiorBoundaryFace: missing
  • wall.overallExteriorToInteriorThickness: missing
  • wall.stoneLayerThickness: missing
  • wall.stoneTypeAndFinish: missing
  • wall.bedMortarCavityOrAttachmentLayer: missing
  • wall.backingMaterialAndThickness: missing
  • wall.interiorSubstrateAndFinishLayers: missing
  • wall.layerInterfaces: missing
  • wall.verticalExtentOfSectionAssemblyAtLevel4: missing
  • wall.continuousBayConditionAwayFromFloorBeamEncasement: missing
  • wall.specificBayOrRoomApplicability: missing-for-placement
  • Applicable section or section schedule establishing exact I-profile flange width and actual depth for the 10" I @ 25.4 member
  • Dimension or defensible cross-sheet control for the 88–89 beam centerline offset from its numbered support axis
  • Member-specific end bearing, cutback, plate and connection detail at columns 88 and 89
  • Check revisions and companion outside-wall sections before physical authoring
  • Physical load units and endpoints remain unresolved; verified numeral glyphs are not structural reactions or loads.
  • Plate/member fractions and suffixes remain too soft for reliable transcription in the final native crop. framingcells1013m-img1318-002-plate_member_notation remains open.
  • Earlier load numerals remain preserved; no load-value withdrawal, confirmation or physical unit conversion proposed.
  • Complete source-to-instance registration, physical endpoints and installed quantities remain unresolved.
  • Unreviewed sheet regions, fine notes, schedules, companion applicability and revision authority remain open.
  • No world coordinates, member cut lengths, steel grades, physical wall geometry or architectural acceptance established.
  • All remaining small dimension chains and endpoint classifications
  • Complete profiles, quantities and installation registration
  • Companion details and original/revision reconciliation
  • Independent geometry/model check and as-built correspondence
  • Remaining dimension endpoints and layer/material assignments not yet reviewed
  • Installed instances, quantities and plan/elevation registration unresolved
  • Companion details and revisions require reconciliation
  • Independent model/as-built checks unavailable in this extraction
  • Load unit remains unestablished in the crop; no pounds or other physical force unit assigned.
  • Plate/member line fractions, attachment offsets and historical load-support assignment remain unreadable/unreviewed.
  • Other sheet regions, fine notes, schedules, callouts and revisions remain unreviewed.
  • Complete source-to-instance registration, connection capacities, material grades and independent model/as-built checks remain pending.
  • Installed angle quantities and individual bay lengths not extracted
  • Material specification and fastening not established by these notes
  • Remaining framing marks, schedules, revisions and companion slab sheet W-413 require review
  • Source-to-model and as-built checks remain pending
  • Load-unit failures reused; no same-resolution load-unit retry. Paired 95–96 section glyph remains illegible after a bounded source-local crop; no profile selected.
  • Plate extents, physical beam cut lengths, connection transforms and linear-weight unit remain unresolved.
  • Complete source-to-instance and endpoint registration remains unresolved.
  • Material grades, finishes, connection capacities and as-built checks remain unestablished.
  • Unreviewed regions, fine fractions, schedules, companion applicability and revision authority remain open.

Download OCR observations (unverified)

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Scroll or pinch to inspect this drawing. Archival drawing photograph · Oregon Historical Society research collections.

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214 matching properties

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.

beam-W404-main-95-96-inner-2verified · observed

material

steel

Explicit steel-elevation convention and drawn rolled-metal profiles; grade is not stated.

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: 2 10″ [section symbol unresolved] @ 25.4 −6″

Explicit steel-elevation convention and drawn rolled-metal profiles; grade is not stated.

beam-W404-main-95-96-inner-2unreviewed · inferred

weight per length

25.4 lb/ft

25.4 lb/ft

Numeric mark following @ is read directly; pounds per foot is the conventional interpretation of historic rolled-beam notation, not an explicitly printed unit in the inspected region.

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: 2 10″ [section symbol unresolved] @ 25.4 −6″

Numeric mark following @ is read directly; pounds per foot is the conventional interpretation of historic rolled-beam notation, not an explicitly printed unit in the inspected region.

beam-W404-main-95-96-outerverified · observed

material

steel

Explicit steel-elevation convention and drawn rolled-metal profiles; grade is not stated.

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: 12″ I @ 40.8 -5″; 12 × 5/16 PL.

Explicit steel-elevation convention and drawn rolled-metal profiles; grade is not stated.

beam-W404-main-95-96-outerunreviewed · inferred

weight per length

40.8 lb/ft

40.8 lb/ft

Numeric mark following @ is read directly; pounds per foot is the conventional interpretation of historic rolled-beam notation, not an explicitly printed unit in the inspected region.

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: 12″ I @ 40.8 -5″; 12 × 5/16 PL.

Numeric mark following @ is read directly; pounds per foot is the conventional interpretation of historic rolled-beam notation, not an explicitly printed unit in the inspected region.

detail-W404-exterior-wall-14ftverified · printed

stone face to column axis offset

10 in

10 in

Section-local offset; no automatic application to corner or Main/Madison frontages.

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: SECTION THRU 14′ SPANS FROM COL25 TO COL59 ALSO FROM COL26 TO COL70

Section-local offset; no automatic application to corner or Main/Madison frontages.

detail-W404-exterior-wall-22ft7verified · printed

stone face to column axis offset

22 in

22 in

Different local outside-wall/steel assembly from the 14-foot-span section; its profile/plate details are not generalized.

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: SECTION THRU 22′7″ SPAN FROM COL84 TO96

Different local outside-wall/steel assembly from the 14-foot-span section; its profile/plate details are not generalized.

broadway-wall-face-middle-w404verified · printed

stoneFace.outwardOffsetFromColumnCenterline

10″

10 in

Explicit section applicability to14-foot spans from C26 toC70.

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: FACE OF STONE; 10″; C.L. OF COL.; SECTION THRU 14′ SPANS FROM COL25 TO COL59 ALSO FROM COL26 TO COL70.

broadway-wall-face-middle-w404verified · derived

stoneFace.sectionReferenceWorldX

78′7″ + 10″ = 79′5″

79.416667 ft

Exact arithmetic for the identified local section reference. Acceptance does not extend to a full-height plane, a pier projection or an opening reveal.

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: FACE OF STONE; 10″; C.L. OF COL.; SECTION THRU 14′ SPANS FROM COL25 TO COL59 ALSO FROM COL26 TO COL70.

Calculated from: structural-registration-origin-half-span, bway-plane-w404-middle-offset

broadway-wall-face-middle-w404verified · printed

exteriorReference.material

FACE OF STONE

Stone type, finish and bed thickness are not established.

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: FACE OF STONE; 10″; C.L. OF COL.; SECTION THRU 14′ SPANS FROM COL25 TO COL59 ALSO FROM COL26 TO COL70.

broadway-wall-face-middle-w404unreviewed · observed

wall.thickness

Full masonry wall thickness not dimensioned in this beam section

Numeric value unresolved

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: FACE OF STONE; 10″; C.L. OF COL.; SECTION THRU 14′ SPANS FROM COL25 TO COL59 ALSO FROM COL26 TO COL70.

broadway-wall-face-middle-w404unreviewed · observed

wall.interiorFaceWorldX

Interior wall/finish face not resolved

Numeric value unresolved

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: FACE OF STONE; 10″; C.L. OF COL.; SECTION THRU 14′ SPANS FROM COL25 TO COL59 ALSO FROM COL26 TO COL70.

broadway-wall-face-middle-w404unreviewed · observed

opening.revealDepth

Window/reveal depth not resolved

Numeric value unresolved

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: FACE OF STONE; 10″; C.L. OF COL.; SECTION THRU 14′ SPANS FROM COL25 TO COL59 ALSO FROM COL26 TO COL70.

broadway-wall-face-middle-w404unreviewed · observed

wall.verticalExtentBottom

Section does not define the bottom of a whole-height facade face

Numeric value unresolved

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: FACE OF STONE; 10″; C.L. OF COL.; SECTION THRU 14′ SPANS FROM COL25 TO COL59 ALSO FROM COL26 TO COL70.

broadway-wall-face-middle-w404unreviewed · observed

wall.verticalExtentTop

Section does not define the top of a whole-height facade face

Numeric value unresolved

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: FACE OF STONE; 10″; C.L. OF COL.; SECTION THRU 14′ SPANS FROM COL25 TO COL59 ALSO FROM COL26 TO COL70.

broadway-wall-face-north-w404verified · printed

stoneFace.outwardOffsetFromColumnCenterline

1′10″

22 in

Explicit section applicability to22′7″ span C84–C96.

IMG_1318 · sheet-W404 · Locate on drawing ↗

Drawing notation: FACE OF STONE; 1′10″; C.L. OF COL.; SECTION THRU 22′7″ SPAN FROM COL84 TO96.

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