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-4-section-assembly-w409-b1verified · printed
angle.quantity
4 L 6×6×1; 1 PL 12×1; 2 PL 14×14 count
Nominal profile property; not a component transform or a fabricated length. Source audit state: checked-master-crop; agrees-with-existing-transcription.
Calculated from: w409-exterior-E01-b1-angle-quantity
column-4-section-assembly-w409-b1verified · printed
angle.legA
4 L 6×6×1; 1 PL 12×1; 2 PL 14×16 in
Nominal profile property; not a component transform or a fabricated length. Source audit state: checked-master-crop; agrees-with-existing-transcription.
Calculated from: w409-exterior-E01-b1-angle-legA
column-4-section-assembly-w409-b1verified · printed
angle.legB
4 L 6×6×1; 1 PL 12×1; 2 PL 14×16 in
Nominal profile property; not a component transform or a fabricated length. Source audit state: checked-master-crop; agrees-with-existing-transcription.
Calculated from: w409-exterior-E01-b1-angle-legB
column-4-section-assembly-w409-b1verified · printed
angle.thickness
4 L 6×6×1; 1 PL 12×1; 2 PL 14×11 in
Nominal profile property; not a component transform or a fabricated length. Source audit state: checked-master-crop; agrees-with-existing-transcription.
Calculated from: w409-exterior-E01-b1-angle-thickness
column-4-section-assembly-w409-b1verified · printed
plate.quantity
4 L 6×6×1; 1 PL 12×1; 2 PL 14×11 count
Nominal profile property; not a component transform or a fabricated length. Source audit state: checked-master-crop; agrees-with-existing-transcription.
Calculated from: w409-exterior-E01-b1-plate-quantity
column-4-section-assembly-w409-b1verified · printed
plate.width
4 L 6×6×1; 1 PL 12×1; 2 PL 14×112 in
Nominal profile property; not a component transform or a fabricated length. Source audit state: checked-master-crop; agrees-with-existing-transcription.
Calculated from: w409-exterior-E01-b1-plate-width
column-4-section-assembly-w409-b1verified · printed
plate.thickness
4 L 6×6×1; 1 PL 12×1; 2 PL 14×11 in
Nominal profile property; not a component transform or a fabricated length. Source audit state: checked-master-crop; agrees-with-existing-transcription.
Calculated from: w409-exterior-E01-b1-plate-thickness
column-4-section-assembly-w409-b1verified · printed
additionalPlate.quantity
4 L 6×6×1; 1 PL 12×1; 2 PL 14×12 count
Nominal profile property; not a component transform or a fabricated length. Source audit state: checked-master-crop; agrees-with-existing-transcription.
Calculated from: w409-exterior-E01-b1-additionalPlate-quantity
column-4-section-assembly-w409-b1verified · printed
additionalPlate.width
4 L 6×6×1; 1 PL 12×1; 2 PL 14×114 in
Nominal profile property; not a component transform or a fabricated length. Source audit state: checked-master-crop; agrees-with-existing-transcription.
Calculated from: w409-exterior-E01-b1-additionalPlate-width
column-4-section-assembly-w409-b1verified · printed
additionalPlate.thickness
4 L 6×6×1; 1 PL 12×1; 2 PL 14×11 in
Nominal profile property; not a component transform or a fabricated length. Source audit state: checked-master-crop; agrees-with-existing-transcription.
Calculated from: w409-exterior-E01-b1-additionalPlate-thickness
column-4-section-assembly-w409-b1unreviewed · derived
schedule.referenceSpan
117.75 - 78.75 = 39 ft39 ft
Distance between schedule references only. Do not use as cut length: cap plates and connection offsets remain unresolved. Source audit state: arithmetic-only; not-fabricated-length.
Calculated from: first-column-c4-baseplate-top-reference, first-column-c4-splice-lower-reference
column-4-section-assembly-w409-b1unreviewed · inferred
additionalPlate.role
2 PL 14×1; general note COVER PLATES TO STOP 6″ ABOVE FLOOR BMS.The plate role is plausible from the section inventory and general note, but exact placement/cutoff is not dimensioned here. Source audit state: inference-only.
IMG_1323 · sheet-W409 · Locate on drawing ↗Drawing notation: COVER PLATES TO STOP 6″ ABOVE FLOOR BMS. CAP PLATES AT SPLICES INDICATED BY [double-rule glyph]. DISTANCES OF C. of G. OF FOOTINGS FROM C.L. OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.
column-4-section-assembly-w409-b1unreviewed · printed
coverPlate.cutoffElevation
6″ ABOVE FLOOR BMS. — applicable beam reference unresolvedNumeric value unresolved
Source audit state: unresolved; no-floor-level-substitution.
IMG_1323 · sheet-W409 · Locate on drawing ↗Drawing notation: COVER PLATES TO STOP 6″ ABOVE FLOOR BMS. CAP PLATES AT SPLICES INDICATED BY [double-rule glyph]. DISTANCES OF C. of G. OF FOOTINGS FROM C.L. OF MAIN COLUMN ARE GIVEN BY DIMENSION E AND SUFFIX AT TOP OF SCHEDULE.
Calculated from: first-column-coverplate-stop-offset
column-4-section-assembly-w409-b1verified · printed
rivet.nominalDiameter
RIVETS 7/8″ FOR ALL COLUMNS WITH COVER PLATES0.875 in
Diameter rule only; hole pattern, head form, grip and fastener count remain unresolved. Source audit state: checked-master-crop.