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_1317 · Folder 186

4th & 5th Floor Framing Plan — outside wall beams

Sheet W403

Extraction: Reviewed · extraction partial. Bounded outside-wall sectional face offsets only. Bounded wall-section sufficiency audit for the fourth-floor middle Broadway span family. Bounded architectural wall-chain search; applicability reviewed, whole sheet not extracted. Text-first physical-pilot gate 3 audit; existing reviewed plan, elevation and section records reused without reopening an archival image. Page-right 4/11 metric/cardinal conflict audit; targeted source region Broadway C58–C52 fourth-floor shell physical-bounds gate; control frame only. Broadway C58–C52 fourth-floor shell physical-bounds gate; control frame only. Broadway C58–C52 fourth-floor shell physical-bounds gate; control frame only. Broadway C58–C52 fourth-floor shell physical-bounds gate; control frame only. Broadway C58–C52 fourth-floor shell physical-bounds gate; control frame only. Broadway C58–C52 fourth-floor shell physical-bounds gate; control frame only. Broadway C58–C52 fourth-floor shell physical-bounds gate; control frame only. Broadway C58–C52 fourth-floor shell physical-bounds gate; control frame only. Broadway C58–C52 fourth-floor shell physical-bounds gate; control frame only. Broadway C58–C52 fourth-floor shell physical-bounds gate; control frame only. Partial timed visual review: Bounded source-reading review only; no full-source or geometry acceptance. Partial timed visual review: New bounded printed-note review; full-source completeness not established. Partial timed visual review: Existing wall-section dimension controls and floor datums reused; cross-sheet relationship retained without duplicating verified controls. 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

Unresolved extraction work
  • 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
  • classified interior finish-face location in the same W207/W403 section reference system
  • printed or independently controlled total perpendicular exterior-to-interior wall thickness
  • stone, backup, air space, waterproofing and room-side finish layer thicknesses with continuous endpoints
  • fourth-floor middle-bay applicability of each W207 local jamb/return condition
  • source-picked W-6 room-side face to W403 stone-face registration and independent check
  • masonry, frame, sash and clear-opening boundary reconciliation
  • complete W207/W208 callout, note and companion-detail coverage
  • A W-6-to-world registration solved from classified, source-picked controls with held-out plan residuals.
  • A page-right/west/Broadway W-6 chain with exact grid/column identifiers and a resolved end-chain transition.
  • A direct plan key tying one W-6 room/opening instance to opening-broadway-F4-B05/broadway-bay-05.
  • A face bridge from the W-6 room-side exterior-wall trace to W403's exterior FACE OF STONE, without assuming wall thickness.
  • A classification of the IMG_1231 visible opening envelope as the same jamb/masonry/frame boundary measured by W-6.
  • One held-out horizontal plan/elevation control with independently known station and comparable endpoints; report its residual and tolerance.
  • Review acceptance of the B05 elevation envelope host and station origin; acceptedHostElementId and acceptedStationFeet must become non-null.
  • Independently decode IMG_1231 fourth-floor opening keys at both B02 and B09 and the relevant W207 orientation/detail mark.
  • Read the W-6 grid names bounding Room 421/4/11, with source-picked axes and a withheld same-class plan/elevation station check.
  • Classify exact plan and elevation opening edges as masonry, finished jamb, frame, sash or clear aperture before comparing width residuals.
  • Tie the W403 outside FACE OF STONE section to the corrected bay and obtain the opposing interior face and complete layer chain.
  • same-condition exterior stone to classified interior finish face depth and every intervening layer/material
  • architecturally classified north/south wall ends, joints and pier returns rather than support-axis stations
  • physical wall base/top and slab-edge interfaces rather than finished-floor schedule datums
  • independently checked W-6 to Broadway elevation horizontal registration and B05 key/host identity
  • masonry versus visible/frame/clear opening bounds, sill, head, jamb returns and reveal depth
  • W403 stone-face continuity away from the floor-beam section and across the 14-foot span
  • framingcells1013m-img1317-002-anchor_note_fraction is assigned to lower single-beam object, but upper bolt notes belong to two separate double-beam sections. Fraction and pitch not safely resolved; no same-scope closure or physical anchor assignment.
  • 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.
  • Upper bolt fraction/pitch remains unreadable and has unresolved assignment between double-beam and lower single-beam scopes. New light-court reference does not close that question or wall layer/inside-face geometry.
  • Installed instance allocation, quantities and source-to-building registration remain unresolved.
  • All remaining dimensions, profiles, joints, finishes and companion/revision applicability need review.
  • No accepted physical geometry or whole-source completeness 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
  • Upper anchoring note diameter/fraction and pitch not safely readable in this crop.
  • Whole wall thickness, interior wall face and complete finish layer chain remain unresolved.
  • 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

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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102 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.

assembly-broadway-F4-C58-C52-exterior-wall-candidateunreviewed · inferred

physical wall south end or joint Z

Unresolved

Numeric value unresolved

missing. Exterior face, grid stations and floor datums do not establish finite physical wall bounds.

IMG_1317 · sheet-W403 · View drawing ↗

Drawing notation: No source notation for unresolved limit

missing; Physical limit not established on reviewed wall section

assembly-broadway-F4-C58-C52-exterior-wall-candidateunreviewed · inferred

wall/slab interface base elevation

Unresolved

Numeric value unresolved

missing. Exterior face, grid stations and floor datums do not establish finite physical wall bounds.

IMG_1317 · sheet-W403 · View drawing ↗

Drawing notation: No source notation for unresolved limit

missing; Physical limit not established on reviewed wall section

assembly-broadway-F4-C58-C52-exterior-wall-candidateunreviewed · inferred

wall/slab interface top elevation

Unresolved

Numeric value unresolved

missing. Exterior face, grid stations and floor datums do not establish finite physical wall bounds.

IMG_1317 · sheet-W403 · View drawing ↗

Drawing notation: No source notation for unresolved limit

missing; Physical limit not established on reviewed wall section

opening-broadway-F4-B05unreviewed · inferred

accepted masonry opening cut XYZ bounds

Unresolved

Numeric value unresolved

missing; bay identity and boundary classes unresolved. Exterior face, grid stations and floor datums do not establish finite physical wall bounds.

IMG_1317 · sheet-W403 · View drawing ↗

Drawing notation: No source notation for unresolved limit

missing; bay identity and boundary classes unresolved; Physical limit not established on reviewed wall section

court1014x-img1317-light-court-companion-noteverified · printed

light-court-section-companion

NOTE: SECTIONS OF LIGHT COURT WALL BEAMS TO BE SAME AS COURT WALL SECTIONS ON 3D. FL. PLAN STRUCTURAL DWG. NO. 402

402 sheet-number

Printed cross-sheet section relationship for W403 fourth/fifth-floor light-court wall beams to third-floor W402 court-wall sections. Restricted to the named wall-beam sections; does not transfer floor elevations, complete floor geometry, world wall planes, cut lengths, grades or other layers.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: NOTE: SECTIONS OF LIGHT COURT WALL BEAMS TO BE SAME AS COURT WALL SECTIONS ON 3D. FL. PLAN STRUCTURAL DWG. NO. 402

Printed cross-sheet section relationship for W403 fourth/fifth-floor light-court wall beams to third-floor W402 court-wall sections. Restricted to the named wall-beam sections; does not transfer floor elevations, complete floor geometry, world wall planes, cut lengths, grades or other layers.

detail-img1317-outside-wall-22ft7verified · printed

section_application_span

SECTION FOR 22′-7″ SPANS

271 in

Printed detail-local property; installation assignment and physical endpoint registration remain unresolved.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: SECTION FOR 22′-7″ SPANS

Printed detail-local property; installation assignment and physical endpoint registration remain unresolved.

detail-img1317-outside-wall-22ft7verified · printed

face_stone_to_column_axis

1′-10″

22 in

Dimension from named FACE OF STONE to C.L. OF COL.; not wall thickness.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: 1′-10″

Dimension from named FACE OF STONE to C.L. OF COL.; not wall thickness.

detail-img1317-outside-wall-15ft7verified · printed

section_application_span

SECTION FOR 15′-7″ SPANS

187 in

Printed detail-local property; installation assignment and physical endpoint registration remain unresolved.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: SECTION FOR 15′-7″ SPANS

Printed detail-local property; installation assignment and physical endpoint registration remain unresolved.

detail-img1317-outside-wall-15ft7verified · printed

face_stone_to_column_axis

1′-10″

22 in

Dimension from named FACE OF STONE to C.L. OF COL.; not wall thickness.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: 1′-10″

Dimension from named FACE OF STONE to C.L. OF COL.; not wall thickness.

framingcells1013m-img1317-outside-wall-short-span-sectionverified · printed

stone_face_to_column_axis

10″

10 in

Horizontal witness from labeled Face of Stone to column centerline in the lower single-beam section; does not resolve full wall layer chain.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: 10″

Horizontal witness from labeled Face of Stone to column centerline in the lower single-beam section; does not resolve full wall layer chain.

framingcells1013m-img1317-outside-wall-short-span-sectionillegible · printed

anchor_note_fraction

[upper bolt/anchor fraction and pitch not safely readable]

Numeric value unresolved

Unresolved upper anchoring notation; no pitch, diameter or source correction asserted.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: [upper bolt/anchor fraction and pitch not safely readable]

Unresolved upper anchoring notation; no pitch, diameter or source correction asserted.

structnote-img1317-floor-note-assemblyverified · printed

angle_leg_1

ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

7 in

Section property of angles covered by note; actual installed member instances unresolved.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

Section property of angles covered by note; actual installed member instances unresolved.

structnote-img1317-floor-note-assemblyverified · printed

angle_leg_2

ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

3.5 in

Second leg of angle section.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

Second leg of angle section.

structnote-img1317-floor-note-assemblyverified · printed

angle_thickness

ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

0.375 in

Printed section fraction read from master crop; OCR not used as measurement.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: ALL 7 × 3½ × ⅜ L's FULL LENGTH OF EACH BAY

Printed section fraction read from master crop; OCR not used as measurement.

structnote-img1317-floor-note-assemblyverified · printed

angle_continuity_requirement

FULL LENGTH OF EACH BAY

Requirement applies to specified angle family; does not establish numerical bay length.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: FULL LENGTH OF EACH BAY

Requirement applies to specified angle family; does not establish numerical bay length.

structnote-img1317-floor-note-assemblyverified · printed

floor_fill_thickness

FLOOR FILL 4″

4 in

Printed general floor-fill requirement; exceptions and finishes not transferred to room geometry.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: FLOOR FILL 4″

Printed general floor-fill requirement; exceptions and finishes not transferred to room geometry.

structnote-img1317-floor-note-assemblyverified · printed

lower_slab_thickness

LOWER ″ 3½″

3.5 in

Ditto-style lower note beneath floor fill retained; slab interpretation supported by W404 companion explicit label.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: LOWER ″ 3½″

Ditto-style lower note beneath floor fill retained; slab interpretation supported by W404 companion explicit label.

structnote-img1317-floor-note-assemblyverified · printed

thickness_exception

EXCEPT AS NOTED

Exception modifies floor fill and lower slab requirements; exceptions not exhaustively located.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: EXCEPT AS NOTED

Exception modifies floor fill and lower slab requirements; exceptions not exhaustively located.

structnote-img1317-floor-note-assemblyverified · printed

printed_finish_floor_datum

137.25

137.25 ft

Printed datum adds direct source evidence to prior calculated datum; project units from existing datum register.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: 137.25

Printed datum adds direct source evidence to prior calculated datum; project units from existing datum register.

structnote-img1317-floor-note-assemblyverified · printed

printed_finish_floor_datum

148.75

148.75 ft

Printed datum adds direct source evidence to prior calculated datum; project units from existing datum register.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: 148.75

Printed datum adds direct source evidence to prior calculated datum; project units from existing datum register.

structnote-img1317-floor-note-assemblyverified · printed

steel_elevation_reference_face

ELEVATIONS OF STEEL SHOWN THUS [illustrative offset] ARE TO TOP OF STEEL

Illustrative (-5″) symbol demonstrates convention; not assigned to any individual member.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: ELEVATIONS OF STEEL SHOWN THUS [illustrative offset] ARE TO TOP OF STEEL

Illustrative (-5″) symbol demonstrates convention; not assigned to any individual member.

structnote-img1317-floor-note-assemblyverified · printed

slab_companion_reference

FOR DETAILS OF SLABS SEE SH No 413

W403 notation plural; W404 prints FOR SLAB DETAILS SEE SH No 413; companion not reviewed.

IMG_1317 · W-403 · Locate on drawing ↗

Drawing notation: FOR DETAILS OF SLABS SEE SH No 413

W403 notation plural; W404 prints FOR SLAB DETAILS SEE SH No 413; companion not reviewed.

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