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.
column-9verified · derived
world X
printed perimeter column bay chain34 ft
Drawing elevation where applicable. verified-column-control; no finite C8/C9 strip or C12 placed pad is accepted.
column-9verified · derived
world Z
south/Madison outer-column line-78.583333 ft
Drawing elevation where applicable. verified-column-control; no finite C8/C9 strip or C12 placed pad is accepted.
column-12verified · derived
world X
printed perimeter column bay chain78.583333 ft
Drawing elevation where applicable. verified-column-control; no finite C8/C9 strip or C12 placed pad is accepted.
column-12verified · derived
world Z
south/Madison outer-column line-78.583333 ft
Drawing elevation where applicable. verified-column-control; no finite C8/C9 strip or C12 placed pad is accepted.
column-1verified · derived
columnCenter.worldX
outer-column centerline square 157′2″; C1 southeast corner-78.583333 ft
Schedule-derived nominal local box only; C1 pad horizontal center, bounds and physical placement withheld.
Calculated from: column-1-registered-world-x
column-1verified · derived
columnCenter.worldZ
outer-column centerline square 157′2″; C1 southeast corner-78.583333 ft
Schedule-derived nominal local box only; C1 pad horizontal center, bounds and physical placement withheld.
Calculated from: column-1-registered-world-z
beam-W404-main-88-89-innerverified · derived
support-a-axis-x
-34-34 ft
Support-to-support witness only. W404's 14-foot section belongs to other columns and is not transferred to this 13-foot bay.
IMG_1314 · sheet-W400 · Locate on drawing ↗Drawing notation: Printed perimeter column chain normalized in structural-registration.json; 88 and 89 are 13' apart on the Main frontage.
verified-drawing-control; source-region member audit.
beam-W404-main-88-89-innerverified · derived
support-a-axis-z
78.5833333333333378.583333 ft
Support-to-support witness only. W404's 14-foot section belongs to other columns and is not transferred to this 13-foot bay.
IMG_1314 · sheet-W400 · Locate on drawing ↗Drawing notation: Printed perimeter column chain normalized in structural-registration.json; 88 and 89 are 13' apart on the Main frontage.
verified-drawing-control; source-region member audit.
beam-W404-main-88-89-innerverified · derived
support-b-axis-x
-21-21 ft
Support-to-support witness only. W404's 14-foot section belongs to other columns and is not transferred to this 13-foot bay.
IMG_1314 · sheet-W400 · Locate on drawing ↗Drawing notation: Printed perimeter column chain normalized in structural-registration.json; 88 and 89 are 13' apart on the Main frontage.
verified-drawing-control; source-region member audit.
beam-W404-main-88-89-innerverified · derived
support-b-axis-z
78.5833333333333378.583333 ft
Support-to-support witness only. W404's 14-foot section belongs to other columns and is not transferred to this 13-foot bay.
IMG_1314 · sheet-W400 · Locate on drawing ↗Drawing notation: Printed perimeter column chain normalized in structural-registration.json; 88 and 89 are 13' apart on the Main frontage.
verified-drawing-control; source-region member audit.
beam-W404-main-88-89-innerverified · derived
support-axis-span
13'0"13 ft
Support-to-support witness only. W404's 14-foot section belongs to other columns and is not transferred to this 13-foot bay.
Calculated from: w404-88-89-support-a-x, w404-88-89-support-b-x
beam-W404-main-88-89-innerunreviewed · observed
physical-cut-length
UnresolvedNumeric value unresolved
Support-to-support witness only. W404's 14-foot section belongs to other columns and is not transferred to this 13-foot bay.
IMG_1318 · sheet-W404 · Locate on drawing ↗Drawing notation: Printed columns 88 and 89 with one adjacent 10" I @ 25.4 -6" tag; bracket-like end strokes are visible but have no length or connection callout.
unresolved; source-region member audit.
IMG_1314 · sheet-W400 · Locate on drawing ↗Drawing notation: Printed perimeter column chain normalized in structural-registration.json; 88 and 89 are 13' apart on the Main frontage.
unresolved; source-region member audit.
assembly-broadway-F4-C58-C52-exterior-wall-candidateverified · derived
Broadway outer column axis canonical X
78′7″78.583333 ft
verified structural control; not a wall face. Exterior face, grid stations and floor datums do not establish finite physical wall bounds.
IMG_1314 · sheet-W400 · View drawing ↗Drawing notation: 78′7″
verified structural control; not a wall face; Derived structural control via research/reconstruction/structural-registration.json
Calculated from: column-58-registered-world-x, column-52-registered-world-x
column-58verified · derived
canonical support-axis Z
Unresolved14 ft
verified support axis; not material end face. Exterior face, grid stations and floor datums do not establish finite physical wall bounds.
IMG_1314 · sheet-W400 · View drawing ↗Drawing notation: No source notation for unresolved limit
verified support axis; not material end face; Derived structural control via research/reconstruction/broadway-wall-plane-first.json
Calculated from: column-58-registered-world-z
column-52verified · derived
canonical support-axis Z
Unresolved0 ft
verified support axis; not material end face. Exterior face, grid stations and floor datums do not establish finite physical wall bounds.
IMG_1314 · sheet-W400 · View drawing ↗Drawing notation: No source notation for unresolved limit
verified support axis; not material end face; Derived structural control via research/reconstruction/broadway-wall-plane-first.json
Calculated from: column-52-registered-world-z
assembly-broadway-F4-C58-C52-exterior-wall-candidateverified · printed
support-axis span in Z
14′-0″14 ft
verified grid span; physical wall ends unknown. Exterior face, grid stations and floor datums do not establish finite physical wall bounds.
IMG_1314 · sheet-W400 · View drawing ↗Drawing notation: 14′-0″
verified grid span; physical wall ends unknown; Derived structural control via research/reconstruction/broadway-wall-plane-first.json
Calculated from: c58c52-grid-north-z, c58c52-grid-south-z
column-24unreviewed · derived
steelCenter.worldX
+78′7″ from square center78.583333 ft
Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.
IMG_1314 · sheet-W400 · View drawing ↗Drawing notation: +78′7″ from square center
C24 bounded repick; printed-column-control, not newly image checked. Reused research/reconstruction/structural-registration.json. See sequential reviewed regions in source package.
column-24unreviewed · derived
steelCenter.worldZ
−56′0″ from square center-56 ft
Candidate only. Nominal schedule size and vertical range do not establish an accepted world X/Z pad box.
IMG_1314 · sheet-W400 · View drawing ↗Drawing notation: −56′0″ from square center
C24 bounded repick; printed-column-control, not newly image checked. Reused research/reconstruction/structural-registration.json. See sequential reviewed regions in source package.
main-north-center-exterior-framed-assemblyunreviewed · printed
first-floor finish elevation, historical datum
FIRST FLOOR 93.2593.25 historic-datum ft
previously-verified-context-only. Printed bay control and provisional W3 line do not complete frame XYZ extents or host.
main-north-center-exterior-framed-assemblyunreviewed · inferred
accepted threshold top canonical Y
UnresolvedNumeric value unresolved
unresolved. Printed bay control and provisional W3 line do not complete frame XYZ extents or host.
IMG_1099 · sheet-W218 · Locate on drawing ↗Drawing notation: PLAN AT MAIN ST. DOORS; METAL THRESHOLD
upright Main Street exterior door plan; page directions not used as canonical stations; targeted-identity-and-threshold-label-review; depth-chain-endpoints-unresolved. Neither 93.24 nor 93.25 can be substituted for this contact elevation without a checked section.
IMG_1242 · sheet-W201 · Locate on drawing ↗Drawing notation: ELEV. 93.24
local entrance stair section; historical elevation datum; previously-reviewed-exterior-landing-datum. Neither 93.24 nor 93.25 can be substituted for this contact elevation without a checked section.
IMG_1314 · sheet-W400 · Locate on drawing ↗Drawing notation: FIRST FLOOR 93.25
historical elevation datum; previously-verified-floor-datum. Neither 93.24 nor 93.25 can be substituted for this contact elevation without a checked section.
column-13unreviewed · printed
steelCenter.worldX
C13 on east/Sixth perimeter column line, −78′7″ from square center-78.583333 ft
Selected-region review only. Signed pad offsets and missing column stations remain unresolved; no finite world placement authorized.
column-13unreviewed · derived
steelCenter.worldZ
C1→C13 = 22′7″-56 ft
Selected-region review only. Signed pad offsets and missing column stations remain unresolved; no finite world placement authorized.
detail-img1314-typical-beam-connectionverified · printed
connection_angle_literal
3½″ × 3½″ × ⅜″Same pair of printed angle callouts in BEAM CONNECTIONS detail as prior unresolved connection_angle_notation; lettering is upright at raw rotation0. Not an installed-member assignment.
IMG_1314 · W-400 · Locate on drawing ↗Drawing notation: 3½″ × 3½″ × ⅜″
Same pair of printed angle callouts in BEAM CONNECTIONS detail as prior unresolved connection_angle_notation; lettering is upright at raw rotation0. Not an installed-member assignment.
detail-img1314-typical-beam-connectionverified · printed
application
FOR ALL FLOORS EXCEPT AS OTHERWISE NOTEDPrinted detail-local property; no accepted building placement, historical quantity or exact room geometry inferred.
IMG_1314 · W-400 · Locate on drawing ↗Drawing notation: FOR ALL FLOORS EXCEPT AS OTHERWISE NOTED
Printed detail-local property; no accepted building placement, historical quantity or exact room geometry inferred.
detail-img1314-typical-beam-connectionverified · printed
load_condition
WHERE LOADS ARE SHOWN ON BEAMS, CONNECTIONS MUST BE MADE TO SUIT IF STANDARD CONNECTIONS ARE NOT SUFFICIENTPrinted detail-local property; no accepted building placement, historical quantity or exact room geometry inferred.
IMG_1314 · W-400 · Locate on drawing ↗Drawing notation: WHERE LOADS ARE SHOWN ON BEAMS, CONNECTIONS MUST BE MADE TO SUIT IF STANDARD CONNECTIONS ARE NOT SUFFICIENT
Printed detail-local property; no accepted building placement, historical quantity or exact room geometry inferred.
detail-img1314-typical-beam-connectionverified · printed
fabrication_condition
ATTENTION PARTICULARLY CALLED TO BEAMS FABRICATED OF MORE THAN ONE PIECEPrinted detail-local property; no accepted building placement, historical quantity or exact room geometry inferred.
IMG_1314 · W-400 · Locate on drawing ↗Drawing notation: ATTENTION PARTICULARLY CALLED TO BEAMS FABRICATED OF MORE THAN ONE PIECE
Printed detail-local property; no accepted building placement, historical quantity or exact room geometry inferred.
detail-img1314-typical-beam-connectionunreviewed · printed
connection_angle_notation
[fine angle notation unresolved]Printed detail-local property; no accepted building placement, historical quantity or exact room geometry inferred.
IMG_1314 · W-400 · Locate on drawing ↗Drawing notation: [fine angle notation unresolved]
Printed detail-local property; no accepted building placement, historical quantity or exact room geometry inferred.
detail-img1314-typical-beam-connectionverified · printed
angle_leg_1
3½″ × 3½″ × ⅜″3.5 in
Printed detail-local property; installation assignment and physical endpoint registration remain unresolved.
detail-img1314-typical-beam-connectionverified · printed
angle_leg_2
3½″ × 3½″ × ⅜″3.5 in
Printed detail-local property; installation assignment and physical endpoint registration remain unresolved.
detail-img1314-typical-beam-connectionverified · printed
angle_thickness
3½″ × 3½″ × ⅜″0.375 in
Printed detail-local property; installation assignment and physical endpoint registration remain unresolved.
detail-img1314-typical-beam-connectionverified · printed
connection_standard_notation
STD CONN.Printed detail-local property; installation assignment and physical endpoint registration remain unresolved.