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_1122 · Folder 191

Stair Details — Typical for Stairs A, B, C, D, E, F, G and H

Sheet W228

Extraction: Reviewed · extraction partial. Separated rough/finish/stringer planes, B/D/E base and tread/riser construction labels. Fractional wall-face dimensions not securely read. Text-first review followed by one complete upright source and sequential crops from the same photograph. Reviewed the title block; typical landing/riser section applying to Stairs B, D and E; newel-post sections at landings and floor levels; the Stair E floor-level detail; safety-tread, panelled-riser, wall-string, channel and finish callouts; and the wall-handrail bracket note. Alternate photograph IMG_1265 and close-up photographs IMG_1123/IMG_1124 were identified but not opened. Reused the verified W228 Stair E-applicable typical details and explicit two-riser landing detail as a candidate analytical transition only. Stair E fourth-to-fifth physical flight/landing/shaft gate; no solid authorized. Partial timed visual review: OCR, queue and existing extraction packages searched first. One sequential upright WebP inspection; only additive selected properties recorded. Previously verified readings reused without duplication. No complete extraction or accepted geometry. Partial timed visual review: OCR and existing text packages searched before one sequential upright WebP inspection. Additive region review; existing verified properties reused, not copied. No accepted geometry or cross-floor connection. Partial timed visual review: Text-first additive targeted review. Upright access-image coordinates; crops retain upright orientation. Source-local components only; existing verified records reused, not copied. Full image extraction remains incomplete. Partial timed visual review: Selected B/D/E rail/newel vertical witnesses; standard handrail schedule reused. Partial timed visual review: Selected construction and reference-face review only; source evidence does not authorize physical geometry. Partial timed visual review: undefined Partial timed visual review: undefined Partial timed visual review: Selected fine closure only; not exhaustive source extraction. Partial timed visual review: Bounded source-local profile/material-note review; no installed instance assignment. Partial timed visual review: undefined Partial timed visual review: undefined

Unresolved extraction work
  • Fractional finish and base projection dimensions
  • Full steel/channel/newel/rail profile extraction
  • Material and surface thicknesses
  • General-to-specific wall-reference applicability
  • Certified transcription of every gauge, plate, bolt and weld callout
  • Complete material-code transcription
  • Exact newel tube wall thickness and cap profile
  • Safety-tread product/profile and fastening
  • Panelled-riser sheet thickness and joints
  • Wall-string and landing-channel connection details
  • Member lengths and storey-specific exceptions
  • W225/W226 source-to-building registration
  • Independent overlay and fabrication check
  • Storey assignment of the two-riser landing
  • Complete fabrication dimensions
  • Physical insertion transform
  • On W226 close-up IMG_1119 or IMG_1120, transcribe the full typical-plan dimension chain and classify flight, landing, rough-wall and finish-wall endpoints. On registered W6/IMG_1212 and W7/IMG_1213, repick the same physical edge classes and closed floor-opening contours at Stair E; solve the W226 plan-to-canonical transform from non-collinear correspondences and check held-out edges and the adjacent-floor join before authoring one fourth-to-fifth-floor segment.
  • Complete fine dimension chains and classified rough/finish endpoints
  • Member profiles, fasteners, fabrication details and material-code reconciliation
  • Historical instance and floor-plan registration
  • Companion details, revision authority and independent physical connection checks
  • Upper-left A/C marble profile, window section, B/D/E panels, newel profiles and material code still need independent close-up extraction.
  • Fine fractions and full dimension chains remain partially unreviewed
  • Endpoint classification and companion detail reconciliation
  • Source-to-building instance registration and accepted connections
  • Exact profile and thickness fractions
  • Fastener size, material and anchorage
  • Installed instance and floor registration
  • Companion revision authority and physical connection checks
  • Full fine dimension chains and witness endpoint classes
  • Source-to-building registration, slab openings and installed instances
  • Companion details, revision authority and independent physical checks
  • Accepted rail-to-rail clear width, closed landing/slab-opening boundaries and headroom
  • Complete material/gauge/fastener schedules, cap/moulding profiles and finish extents; remaining notes and revisions not fully reviewed
  • Checked source-to-building transforms, storey/installed instance applicability and independent physical checks
  • 38in elevation versus36in section authority/applicability unresolved; no2in correction established
  • F/G/H crop adds no complete cap/string/finish dimensions. Handrail/newel fine fractions, window flange, trim and all multi-image world-coordinate questions remain open.
  • Complete fine dimensions, profiles, materials, finishes, gauges and fastener schedules remain partial.
  • Installed quantities, room/storey allocation, governing revision and companion applicability remain unresolved.
  • Source-to-building transforms, rough/finish endpoint classes, complete openings and independent physical checks remain outstanding; authoring is withheld.
  • Recent native profile fractions and small flange readings remain unresolved; no repeated failed view; newel, wall and rail scopes stay separate.
  • Complete fine profiles, member sizes, fasteners, finish extents and endpoint classes remain partial.
  • Installed quantities, stair/storey/room assignment, closed openings, headroom, source-to-building registration and independent physical checks remain unresolved.
  • Governing original/revision and companion applicability remain unresolved; source reading does not approve geometry.
  • Accepted rail-to-rail clear width and complete rough/finish/rail face classifications
  • Closed landing/slab-opening boundaries, complete nosing/rail/string profiles, headroom and connections
  • Checked source-to-building registration, installed instance applicability and independent physical checks
  • Every unvisited note, material code, schedule, detail and revision remains not-reviewed; no irrecoverable gap asserted
  • Complete cap/moulding/handrail/string/nosing profiles, materials, gauges, fastener sizes and exact endpoint classes remain partial.
  • Printed type/floor applicability does not establish installed quantities, storey assignment, source-to-building transforms or accepted physical geometry.
  • Full region, companion exposure, revision authority and independent installation/profile/height registration remain outstanding; no irrecoverable gap is asserted.
  • Remaining cap/moulding/handrail/string/nosing fractions, gauges, fastener material/size/anchorage, finish extents and source endpoint classes.
  • Installed storey/room quantities, closed openings and landing boundaries, rail clear width, headroom, source-to-building transforms and independent physical checks.
  • Companion/revision authority remains open; no source or floor completeness or irrecoverable gap asserted.
  • Complete member/profile dimensions, material/gauge/fastener schedules and exact endpoint classes
  • Installed stair/storey/room allocation, quantities, original/revision authority and companion applicability
  • Source-to-building registration, complete landing/shaft openings, independent physical checks and architectural acceptance
  • Handrail section; upper right trim; lower outer-left/right trim; window lower flange fraction; complete F/G/H cap profile; material/gauge/finish mappings

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99 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.

f6-f7-stair-e-upper-diagnostic-placementverified · calculated

W226 Stair E seventh-floor local datum

80.0 ft local (173.25 - 93.25)

80 ft

Regional Stair E datum; 1.5 feet above the current generic Main/sixth-elevation level-7 plane and 0.5 feet below the Madison regional reference.

IMG_1118 · sheet-W226 · Locate on drawing ↗

Drawing notation: 2ND, 3RD, 4TH, 5TH & 6TH FLOOR PLANS / 7TH FLOOR PLAN / 7'-10 1/2" / DOWN 20 RISERS / UP 20 RISERS / DOWN 22 RISERS / UP 20 RISERS

Upper-story plan and datum controls; no metric X/Z transform is accepted.

IMG_1122 · sheet-W228 · Locate on drawing ↗

Drawing notation: TYPICAL SECTION OF LANDINGS WHERE TWO RISERS OCCUR / ELEVATION WHERE TWO RISERS OCCUR IN LANDING

Candidate two-riser landing construction only; storey applicability is not printed.

Calculated from: w226-seventh-floor-finish-elevation, w226-first-floor-finish-elevation

f7-f8-stair-e-upper-diagnostic-placementverified · calculated

W226 Stair E eighth-floor local datum

92.0 ft local (185.25 - 93.25)

92 ft

W226 regional Stair E datum converted to the project first-floor local datum.

IMG_1118 · sheet-W226 · Locate on drawing ↗

Drawing notation: 2ND, 3RD, 4TH, 5TH & 6TH FLOOR PLANS / 7TH FLOOR PLAN / 7'-10 1/2" / DOWN 20 RISERS / UP 20 RISERS / DOWN 22 RISERS / UP 20 RISERS

Upper-story plan and datum controls; no metric X/Z transform is accepted.

IMG_1122 · sheet-W228 · Locate on drawing ↗

Drawing notation: TYPICAL SECTION OF LANDINGS WHERE TWO RISERS OCCUR / ELEVATION WHERE TWO RISERS OCCUR IN LANDING

Candidate two-riser landing construction only; storey applicability is not printed.

Calculated from: w226-eighth-floor-finish-elevation, w226-first-floor-finish-elevation

stair-e-upper-diagnostic-envelopeunreviewed · calculated

Typical level-2-through-6 diagnostic riser height

6.9 in (11.5 ft / 20)

0.575 ft

Each current project reference interval from levels 2 through 6 is 11.5 feet. W226 prints 20 risers; the result is used only for analytical surfaces.

IMG_1118 · sheet-W226 · Locate on drawing ↗

Drawing notation: 2ND, 3RD, 4TH, 5TH & 6TH FLOOR PLANS / 7TH FLOOR PLAN / 7'-10 1/2" / DOWN 20 RISERS / UP 20 RISERS / DOWN 22 RISERS / UP 20 RISERS

Upper-story plan and datum controls; no metric X/Z transform is accepted.

IMG_1122 · sheet-W228 · Locate on drawing ↗

Drawing notation: TYPICAL SECTION OF LANDINGS WHERE TWO RISERS OCCUR / ELEVATION WHERE TWO RISERS OCCUR IN LANDING

Candidate two-riser landing construction only; storey applicability is not printed.

Calculated from: w226-typical-up-riser-count, frame-second-floor-finish, env-sixth-F3-level, env-sixth-F4-level, env-sixth-F5-level, frame-sixth-floor-finish

f6-f7-stair-e-upper-diagnostic-placementunreviewed · calculated

Level-6-to-regional-level-7 diagnostic riser height

7.0909 in (13 ft / 22)

0.590909 ft

Uses the 22-riser seventh-floor down count. The sixth-floor up-20 count is retained as the ordinary-flight count; W228's two-riser landing is a candidate reconciliation only.

IMG_1118 · sheet-W226 · Locate on drawing ↗

Drawing notation: 2ND, 3RD, 4TH, 5TH & 6TH FLOOR PLANS / 7TH FLOOR PLAN / 7'-10 1/2" / DOWN 20 RISERS / UP 20 RISERS / DOWN 22 RISERS / UP 20 RISERS

Upper-story plan and datum controls; no metric X/Z transform is accepted.

IMG_1122 · sheet-W228 · Locate on drawing ↗

Drawing notation: TYPICAL SECTION OF LANDINGS WHERE TWO RISERS OCCUR / ELEVATION WHERE TWO RISERS OCCUR IN LANDING

Candidate two-riser landing construction only; storey applicability is not printed.

Calculated from: w226-f6-f7-vertical-interval, w226-seventh-down-riser-count

f7-f8-stair-e-upper-diagnostic-placementverified · calculated

Regional-level-7-to-level-8 diagnostic riser height

7.2 in (12 ft / 20)

0.6 ft

Calculated from W226 printed regional datums and printed 20-riser count; physical profiles and placement remain unresolved.

IMG_1118 · sheet-W226 · Locate on drawing ↗

Drawing notation: 2ND, 3RD, 4TH, 5TH & 6TH FLOOR PLANS / 7TH FLOOR PLAN / 7'-10 1/2" / DOWN 20 RISERS / UP 20 RISERS / DOWN 22 RISERS / UP 20 RISERS

Upper-story plan and datum controls; no metric X/Z transform is accepted.

IMG_1122 · sheet-W228 · Locate on drawing ↗

Drawing notation: TYPICAL SECTION OF LANDINGS WHERE TWO RISERS OCCUR / ELEVATION WHERE TWO RISERS OCCUR IN LANDING

Candidate two-riser landing construction only; storey applicability is not printed.

Calculated from: w226-f7-f8-vertical-interval, w226-seventh-up-riser-count

f4-f5-stair-e-physical-intermediate-landing-candidateunreviewed · inferred

closed finite landing polygon in canonical X/Z

METAL LANDING

Numeric value unresolved

material/class known, boundary and support dimensions missing. Candidate only; no accepted physical flight, landing, shaft or floor cut.

IMG_1118 · sheet-W226 · Locate on drawing ↗

Drawing notation: METAL LANDING

material/class known, boundary and support dimensions missing; reused evidence: reused stair-e-w226-upper-stories-first.json; no image reopened

IMG_1122 · sheet-W228 · Locate on drawing ↗

Drawing notation: METAL LANDING

material/class known, boundary and support dimensions missing; reused evidence: reused stair-w228-typical-details-first.json; type construction only, not site placement

stair-w228-wall-handrail-bracketverified · printed

handrail_section_diameter

2"

2 in

Printed diameter across circular handrail section; generic profile, not installed rail length.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 2"

Printed diameter across circular handrail section; generic profile, not installed rail length.

stair-w228-wall-handrail-bracketverified · printed

bracket_material

BRONZE

Leaders identify bracket arm/saddle as bronze; does not assign rail material.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: BRONZE

Leaders identify bracket arm/saddle as bronze; does not assign rail material.

stair-w228-wall-handrail-bracketverified · printed

rail_material_alternatives

WOOD OR METAL

Front elevation labels rail alternatives; assignment remains governed by stair/storey note.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: WOOD OR METAL

Front elevation labels rail alternatives; assignment remains governed by stair/storey note.

stair-w228-wall-handrail-bracketverified · printed

stair_A_handrail_material_rule

BRONZE: STAIR 'A' BAST. TO 2ND FLOOR

Printed rule applies basement through second floor of Stair A.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: BRONZE: STAIR 'A' BAST. TO 2ND FLOOR

Printed rule applies basement through second floor of Stair A.

stair-w228-wall-handrail-bracketverified · printed

stair_C_upper_handrail_material_rule

BRONZE: STAIR 'C' 1ST FLOOR TO 2ND FLOOR

Printed rule; does not infer continuation above second floor.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: BRONZE: STAIR 'C' 1ST FLOOR TO 2ND FLOOR

Printed rule; does not infer continuation above second floor.

stair-w228-wall-handrail-bracketverified · printed

stair_C_lower_handrail_material_rule

WOOD: STAIR 'C' BAST. TO 1ST FLOOR

Separate storey rule preserves change of material.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: WOOD: STAIR 'C' BAST. TO 1ST FLOOR

Separate storey rule preserves change of material.

stair-w228-wall-handrail-bracketverified · printed

stairs_F_G_handrail_material_rule

WOOD: STAIRS 'F' & 'G' 6TH TO 7TH FLOORS

Printed F/G rule; no rule assigned to other stairs from omission.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: WOOD: STAIRS 'F' & 'G' 6TH TO 7TH FLOORS

Printed F/G rule; no rule assigned to other stairs from omission.

stair-w228-bde-rail-profile-registerverified · printed

flight_rail_vertical_witness

2'-10"

34 in

Vertical witness in typical B/D/E landing/riser detail. Exact sloping-rail and tread/nosing endpoint interpretation remains unresolved; not a universal whole-building handrail height.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 2'-10"

Vertical witness in typical B/D/E landing/riser detail. Exact sloping-rail and tread/nosing endpoint interpretation remains unresolved; not a universal whole-building handrail height.

stair-w228-bde-rail-profile-registerverified · printed

landing_newel_vertical_witness

3'-0"

36 in

Witness in B/D/E newel-posts-at-landings section, from finish landing region to shoulder below cap. Cap height and rail-top height differ; no universal3-ft rail rule adopted.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 3'-0"

Witness in B/D/E newel-posts-at-landings section, from finish landing region to shoulder below cap. Cap height and rail-top height differ; no universal3-ft rail rule adopted.

stair-w228-bde-rail-profile-registerunreviewed · printed

newel_square_nominal_side

4" SQ NEWEL

4 in

Typical newel nominal square side; section construction, metal thickness and profile recess dimensions unresolved.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 4" SQ NEWEL

Typical newel nominal square side; section construction, metal thickness and profile recess dimensions unresolved.

stair-w228-bde-rail-profile-registerunreviewed · printed

handrail_tubing_fraction_unresolved

HAND RAIL [fraction] STL TUBING - SQUARE / CAST IRON CAP

Numeric value unresolved

Fine fraction and division between handrail/newel/cap callouts not securely read; no section dimension adopted.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: HAND RAIL [fraction] STL TUBING - SQUARE / CAST IRON CAP

Fine fraction and division between handrail/newel/cap callouts not securely read; no section dimension adopted.

stair-w228-bde-rail-profile-registerverified · printed

landing_elevation_newel_below_finish_floor_source_projection

1′5″

17 in

Landing elevation left continuation witness from finish-floor line to lower drawn newel end before terminal rounded profile. Source-local projection only; not a cap offset or installed depth.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 1′5″

Landing elevation left continuation witness from finish-floor line to lower drawn newel end before terminal rounded profile. Source-local projection only; not a cap offset or installed depth.

stair-w228-bde-rail-profile-registerverified · observed

landing_elevation_and_section_lower_reference_distinction

3′2″ FINISH FLOOR LINE OF LANDING / 3′0″ section safety-tread surface

38in elevation begins at labelled finish-floor line;36in section begins at top drawn safety-tread surface; both upper witnesses meet cap-base shoulders. Different views/endpoint classes remain separate. Neither a same-note transcription error nor a historical revision is demonstrated. Do not subtract or average to establish2in finish thickness.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 3′2″ FINISH FLOOR LINE OF LANDING / 3′0″ section safety-tread surface

38in elevation begins at labelled finish-floor line;36in section begins at top drawn safety-tread surface; both upper witnesses meet cap-base shoulders. Different views/endpoint classes remain separate. Neither a same-note transcription error nor a historical revision is demonstrated. Do not subtract or average to establish2in finish thickness.

Calculated from: stair-fine1013e-img_1122-m021, stair-fine1013e-img_1122-m022, stair-closeout1013a-img_1122-m026, stair-companion1013b-img_1265-m028

stair-w228-bde-rail-profile-registerunreviewed · printed

complete_cap_tip_height_unresolved

[cap bulb extends above shoulder; no total cap-tip height certified]

Numeric value unresolved

Cap-tip-to-floor dimension not established by38in/36in shoulder witnesses. Full moulding heights and offsets remain unreviewed.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: [cap bulb extends above shoulder; no total cap-tip height certified]

Cap-tip-to-floor dimension not established by38in/36in shoulder witnesses. Full moulding heights and offsets remain unreviewed.

stair-w228-fgh-floor-profile-registerverified · printed

newel_left_centerline_half_witness

2″

2 in

F/G at7th and H at1st typical profile: source dimension from left newel boundary reference to newel centreline; not tubing wall thickness.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 2″

F/G at7th and H at1st typical profile: source dimension from left newel boundary reference to newel centreline; not tubing wall thickness.

stair-w228-fgh-floor-profile-registerverified · printed

newel_right_centerline_half_witness

2″

2 in

Separate right half of same newel centreline chain. F/G/H profile applicability reused; no general B/D/E newel substitution.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 2″

Separate right half of same newel centreline chain. F/G/H profile applicability reused; no general B/D/E newel substitution.

stair-w228-fgh-floor-profile-registerverified · observed

finish_floor_and_profile_support_relationship

FIN. FLOOR [ornamental stepped profile passes floor edge with hatched structural support behind]

Correct F/G/H typical profile now reached. Floor-surface reference, ornament and beam/support section distinguishable; complete profile thickness/material-code attribution unreviewed.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: FIN. FLOOR [ornamental stepped profile passes floor edge with hatched structural support behind]

Correct F/G/H typical profile now reached. Floor-surface reference, ornament and beam/support section distinguishable; complete profile thickness/material-code attribution unreviewed.

stair-w228-fgh-floor-profile-registerunreviewed · printed

complete_profile_thicknesses_unresolved

[moulding offsets, facing thickness and support interface not numerically certified]

Numeric value unresolved

Source now reviewed in correct region, but two2in half-witnesses do not recover complete cap/string/finish profile.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: [moulding offsets, facing thickness and support interface not numerically certified]

Source now reviewed in correct region, but two2in half-witnesses do not recover complete cap/string/finish profile.

stair-w228-bde-rail-profile-registerverified · printed

landing_elevation_floor_to_cap_shoulder_witness

3′2″

38 in

Neighbor ELEVATION BETWEEN NEWEL POSTS AT LANDINGS FOR STAIRS B,D,E. Lower extension is finish-floor line of landing; upper is base shoulder of bulbous newel cap. Separate from earlier3ft shoulder witness in the sectional detail; applicability/endpoint difference not resolved.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 3′2″

Neighbor ELEVATION BETWEEN NEWEL POSTS AT LANDINGS FOR STAIRS B,D,E. Lower extension is finish-floor line of landing; upper is base shoulder of bulbous newel cap. Separate from earlier3ft shoulder witness in the sectional detail; applicability/endpoint difference not resolved.

stair-w228-bde-rail-profile-registerverified · observed

landing_elevation_cap_shoulder_endpoint_class

[3′2″ upper extension meets cap-base shoulder below bulb; lower extension meets FINISH FLOOR LINE OF LANDING]

Endpoint classification only. Do not rename this rail-top or total newel-tip height;3ft earlier section stays separately recorded.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: [3′2″ upper extension meets cap-base shoulder below bulb; lower extension meets FINISH FLOOR LINE OF LANDING]

Endpoint classification only. Do not rename this rail-top or total newel-tip height;3ft earlier section stays separately recorded.

stair-w228-bde-rail-profile-registerunreviewed · printed

landing_panel_horizontal_variable_span

VARIES

Numeric value unresolved

Horizontal dimension between landing-elevation newel/profile references; distinct from inclined base-rail-to-tread vertical VARIES. No station or numeric installation span given.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: VARIES

Horizontal dimension between landing-elevation newel/profile references; distinct from inclined base-rail-to-tread vertical VARIES. No station or numeric installation span given.

stair-w228-bde-rail-profile-registerverified · observed

inclined_base_rail_variable_offset_disposition

2′10″ + VARIES [separate vertical offset reaches tread region below inclined base-rail reference]

Whole1122 locator independently preserves variable offset relationship already recorded on1265. Exact inner/outer base-rail face remains unresolved; no new34in reading and no tread-to-handrail height authored.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 2′10″ + VARIES [separate vertical offset reaches tread region below inclined base-rail reference]

Whole1122 locator independently preserves variable offset relationship already recorded on1265. Exact inner/outer base-rail face remains unresolved; no new34in reading and no tread-to-handrail height authored.

Calculated from: stair-companion1013b-img_1265-m025, stair-endpoint1013d-img_1265-m042

stair-w228-bde-rail-profile-registerunreviewed · observed

inclined_base_rail_exact_reference_face_unresolved

VARIES [paired base-rail profile edges remain without certified face selection]

Numeric value unresolved

Locator supports edge multiplicity but cannot distinguish controlling inner/outer rail face numerically; dedicated fine crop/companion still needed.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: VARIES [paired base-rail profile edges remain without certified face selection]

Locator supports edge multiplicity but cannot distinguish controlling inner/outer rail face numerically; dedicated fine crop/companion still needed.

stair-w228-bde-rail-profile-registerverified · printed

newel_leader_source_wording_clarification

NEWEL — 3/16″ STEEL TUBING — 4″ SQUARE — CAST IRON CAP

Same1122 vertical leader explicitly names NEWEL. Reuses canonical3/16in tubing/control and separate steel/cast-iron components; no new numeric value. Prior handrail-fraction question remains unresolved, since this is a newel-body clause.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: NEWEL — 3/16″ STEEL TUBING — 4″ SQUARE — CAST IRON CAP

Same1122 vertical leader explicitly names NEWEL. Reuses canonical3/16in tubing/control and separate steel/cast-iron components; no new numeric value. Prior handrail-fraction question remains unresolved, since this is a newel-body clause.

Calculated from: stair-closeout1013a-img_1122-m028, stairbuild1013f-img_1265-m022, stairbuild1013f-img_1265-m023, stairbuild1013f-img_1265-m024

stair-w228-bde-rail-profile-registerunreviewed · observed

handrail_section_fraction_still_unresolved

[NEWEL tubing thickness does not certify adjacent handrail cross-section]

Numeric value unresolved

Handrail cross-section, wall thickness/solid section and cap/joint interface remain unmeasured. No closure of stair-closeout1013a-img_1122-m028 by a differently assigned noun.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: [NEWEL tubing thickness does not certify adjacent handrail cross-section]

Handrail cross-section, wall thickness/solid section and cap/joint interface remain unmeasured. No closure of stair-closeout1013a-img_1122-m028 by a differently assigned noun.

Calculated from: stair-closeout1013a-img_1122-m028

detail-w228-staira-c-upper-left-constructionverified · printed

upper_tread_horizontal_source_witness

10½″

10.5 in

Upper horizontal witness in A/C typical section. Source-local token only; finish-riser/nosing and rough-support endpoints not yet fully classified. Distinct exposure from prior IMG1265 candidate10in; no cross-exposure correction or accepted tread going.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 10½″

Upper horizontal witness in A/C typical section. Source-local token only; finish-riser/nosing and rough-support endpoints not yet fully classified. Distinct exposure from prior IMG1265 candidate10in; no cross-exposure correction or accepted tread going.

Calculated from: stair-20261012m-img_1265-m7

detail-w228-staira-c-upper-left-constructionverified · printed

marble_tread_vertical_source_witness

1½″

1.5 in

Vertical witness beside the horizontal MARBLE tread facing in upper-left section. Does not establish riser facing/string/window thickness, full fabrication profile or installed finish extents.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 1½″

Vertical witness beside the horizontal MARBLE tread facing in upper-left section. Does not establish riser facing/string/window thickness, full fabrication profile or installed finish extents.

Calculated from: stair-20261012m-img_1265-m5

detail-w228-staira-c-upper-left-constructionverified · observed

tile_leader_layer_relationship

TILE [leader reaches hatched layer above the inclined plate-string/support region]

TILE leader points into the hatched layer behind inclined facing. Printed material rules reused; hatching/leader does not establish product, thickness, fastening or exact installed scope.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: TILE [leader reaches hatched layer above the inclined plate-string/support region]

TILE leader points into the hatched layer behind inclined facing. Printed material rules reused; hatching/leader does not establish product, thickness, fastening or exact installed scope.

Calculated from: stair-20261012m-img_1265-m6

closure1011z-w228-ac-window-sectionverified · printed

window_plate_string_printed_depth

10″ × ¼″ PLATE STRING

10 in

Source1122 window leader specifies10in plate-string depth and¼in thickness separately. Prior1265 reading10 GA is preserved as different-exposure disagreement pending same-glyph reinspection; no gauge conversion or physical profile approval.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 10″ × ¼″ PLATE STRING

Source1122 window leader specifies10in plate-string depth and¼in thickness separately. Prior1265 reading10 GA is preserved as different-exposure disagreement pending same-glyph reinspection; no gauge conversion or physical profile approval.

Calculated from: closure1011z-img1265-string-gauge

Conflicting readings: closure1011z-img1265-string-gauge

closure1011z-w228-ac-window-sectionverified · printed

window_plate_string_printed_thickness

10″ × ¼″ PLATE STRING

0.25 in

Quarter-inch term in the same1122 window plate-string clause, separate from marble-string thickness and10in channel. Cross-source10 GA reading remains preserved; different source does not authorize withdrawal.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: 10″ × ¼″ PLATE STRING

Quarter-inch term in the same1122 window plate-string clause, separate from marble-string thickness and10in channel. Cross-source10 GA reading remains preserved; different source does not authorize withdrawal.

Calculated from: closure1011z-img1265-string-gauge

Conflicting readings: closure1011z-img1265-string-gauge

closure1011z-w228-ac-window-sectionunreviewed · observed

window_plate_string_metal_material_unresolved

PLATE STRING [metal composition not independently labelled in this leader]

Plate-string designation and dimension do not establish steel/iron material or grade; assembly catalogue legend is not a component material assignment.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: PLATE STRING [metal composition not independently labelled in this leader]

Plate-string designation and dimension do not establish steel/iron material or grade; assembly catalogue legend is not a component material assignment.

closure1011z-w228-ac-window-sectionillegible · printed

window_lower_channel_profile_width_unresolved

[small lower flange/profile fraction not certified]

Numeric value unresolved

Lower cross-section flange/body witness at window section remains uncertified. Existing10in channel depth and1in marble string are reused, not substituted for this width.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: [small lower flange/profile fraction not certified]

Lower cross-section flange/body witness at window section remains uncertified. Existing10in channel depth and1in marble string are reused, not substituted for this width.

Calculated from: closure1011z-img1265-window-channel-depth, closure1011z-img1265-marble-string-thickness

stair-w228-typical-detail-registerverified · printed

material_code_brick

BRICK

Printed source material-code legend entry only. Pattern-to-component assignments require matching each actual drawn hatch/leader and governing section; no installation material or quantity inferred.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: BRICK

Printed source material-code legend entry only. Pattern-to-component assignments require matching each actual drawn hatch/leader and governing section; no installation material or quantity inferred.

stair-w228-typical-detail-registerverified · printed

material_code_stone

STONE

Printed source material-code legend entry only. Pattern-to-component assignments require matching each actual drawn hatch/leader and governing section; no installation material or quantity inferred.

IMG_1122 · W-228 · Locate on drawing ↗

Drawing notation: STONE

Printed source material-code legend entry only. Pattern-to-component assignments require matching each actual drawn hatch/leader and governing section; no installation material or quantity inferred.

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