IMG_1314 · Folder 1861st Floor Framing Plan
Sheet W400
Extraction: Reviewed · extraction partial. Partial: floor controls and first-floor perimeter frame; not a complete member or connection schedule. Four corner controls and six check intersections on each sheet; source orientation; existing 147-point trace set transformed arithmetically. Reuse existing first-floor finish datum only; no new inspection. C10/C11/C12 perimeter spans, C68/C82 connected framing paths, and C70/C72/C84 local perimeter spans. W400 includes C84/C96 terminal span. Text-first physical-pilot gate 3 audit; existing reviewed plan, elevation and section records reused without reopening an archival image. C24 pad schedule and placement gate; no accepted world pad box. C24 pad schedule and placement gate; no accepted world pad box. C1 scheduled size and column control; signed pad-center offset unproved. C1 scheduled size and column control; signed pad-center offset unproved. 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. 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. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. C24 pad centerline/side-orientation gate; signed X/Z placement remains unresolved. Main exterior center framed-entrance physical gate; no finite frame or host-wall cut authorized. Main exterior center framed-entrance physical gate; no finite frame or host-wall cut authorized. C13–C15 pad schedule and placement gate; finite world pads withheld. C13–C15 pad schedule and placement gate; finite world pads withheld. Partial timed visual review: Bounded source-reading review only; no full-source or geometry acceptance. Partial timed visual review: Text-only reuse, no new visual inspection. Partial timed visual review: Selected beam-connection qualification note; prior plan controls and elevations 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
Highlighted reading: C5; perimeter column bay chain; 5′0″ + 5′0″.
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Registration: provisional · 6 independent checks · maximum residual 0.766 ft.
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 local residuals with a flatter scan or additional constrained registration before tighter geometric use.
- Independently recheck each of 147 source symbol centers; this pass visually refines only registration controls and checks.
- Resolve each footing/cap center from eccentricity and offset evidence before placing foundation solids.
- Review remaining regions and companion details before claiming complete extraction.
- No change to existing W400 source coverage.
- All other framing and connections
- Interior column center eccentricities and control-offset ties
- Vertical column continuation
- Whole-sheet dimensions and local exceptions
- 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.
- W409 suffix a E magnitude independently read and tied to C1
- signed footing-center minus C1-column-center X offset
- signed footing-center minus C1-column-center Z offset
- independent check of actual C1 pad center and two footprint edges
- cap/pier center, depth, and bearing transform
- reinforcement quantity and detailed geometry
- material/finish confirmation and as-built position
- 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
- 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
- actual-plan attribution of the Broadway footing centerline to C24 pad center of gravity
- signed C24 pad-center minus steel-column-center X offset
- signed C24 pad-center minus steel-column-center Z offset, including proof of zero if centered
- 12-foot versus 14-foot scheduled side assignment to world X/Z from attributable pad edges or printed dimensions
- cap, base, reinforcement and as-built geometry
- Two classified finished host-wall face stations and a closed host segment
- Frame outer/inner face depths, actual section thickness and reveal return
- Accepted left/right finished frame jamb stations and rough opening limits
- Frame sill/threshold top and underside tied to the exterior landing and first-floor finish
- Frame head elevation and vertical transom/glazing limits
- Material/profile build-up for bronze frame and glass
- Accepted opening cut through the host wall and as-built correspondence
- C13 pad C.G. minus steel center signed X offset, including its side orientation
- legible C13 footing-bottom elevation
- cap center, thickness and bearing transform
- reinforcement count and bar placement
- independent/as-built check
- printed C14 steel-column world X station or checked dimensioned tie
- C14 pad C.G. minus steel center signed X and Z offsets, including proof of zero on either axis
- applicable eccentricity key or direct pad-center control
- printed C15 steel-column world X station or checked dimensioned tie
- C15 pad C.G. minus steel center signed X and Z offsets, including proof of zero on either axis
- Both source angle callouts visible upright at raw rotation0; previous raw rotation270 records are preserved and not overwritten. Rivet pitches, connection capacities and member fabrication remain open.
- 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.
- Native angle re-read exists. Other connection rivet pitches, capacities, physical cut lengths, grades and remaining sheet regions remain open; no repeated view.
- 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
- No additional rivet diameter or pitch reading established by this crop.
- Crop remained sideways after the recorded rotation; reuse verified connection angle and application notes.
- 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.
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