{"schemaVersion":2,"title":"Hat truss and upper core member inventory","antenna":{"id":"wtc1-antenna","tower":1,"name":"North Tower broadcast mast and hat-truss support relationship","heightAboveRoofFt":360,"roofElevationAboveConcourseFt":1368,"heightSource":"NIST NCSTAR 1-1, p. 7 (rounded height); NCSTAR 1-1A p. 55 reports 362 ft. No fabrication-height precision is asserted.","relationshipSource":"NIST NCSTAR 1-1 p. 12 and NCSTAR 1-1A section 2.3.8 p. 55: centered mast supported/stabilized by the hat trusses, which connect the core to the perimeter.","constructionSource":{"title":"NIST NCSTAR 1-1C, Appendix E, reproduced LERA March 1986 inspection standards, pp. 228\u2013231","url":"https://www.govinfo.gov/content/pkg/GOVPUB-C13-bffc2781d34258d215e5feb86d2b9ada/pdf/GOVPUB-C13-bffc2781d34258d215e5feb86d2b9ada.pdf","localPath":"analysis/antenna-review/NCSTAR1-1C-appendices.pdf","facts":"18 mast sections, a tapered section and channel 4/5 pole; weatherproof enclosure and radomes. The report identifies a tapered base and microdish-platform outriggers.","sha256":"8415e3993448c25fcfac67235baff5e65fa83c4a5c3a9330d1ffb87004671086"},"supportReferences":[{"memberId":"wtc1-brace-066","endpoint":"end"},{"memberId":"wtc1-brace-071","endpoint":"end"},{"memberId":"wtc1-brace-090","endpoint":"end"},{"memberId":"wtc1-brace-095","endpoint":"end"}],"supportReferenceBasis":"Central roof stations on SA401/SA402 mast-support frames. Their centroid locates the display envelope; these are support-region references, not verified antenna bearing or anchor-bolt locations. Dashed gold lines depict the documented support relationship only.","displayEnvelope":{"status":"schematic","radialSegments":12,"baseRadiusFt":9,"shaftRadiusFt":3,"tipRadiusFt":0.75,"taperTopAboveRoofFt":30,"tipStartAboveRoofFt":285,"note":"Widths, taper transitions and radial tessellation are display choices, not measured dimensions. The envelope depicts overall form only; no invented crossbar, section splice positions, aerial arrays, steel thickness, bearing plates, or joint stiffness."},"unresolved":["TV-series antenna fabrication drawings and the 9-AB23 mast-interface details are not present in the supplied source subset.","Exact bearing and anchor locations, transfer members and mast-to-hat-truss connection details.","Mast section dimensions, enclosure profiles and the final 2001 broadcast-element arrangement."],"analysisScope":"Shared geometric assembly and documented support relationship only; no load, stiffness, wind response or failure calculation. No antenna is installed on WTC 2."},"coordinateSystem":{"units":"feet","startEndOrder":["east","heightAboveFloor107","south"],"origin":"Tower plan center, floor 107 nominal datum","sourceOriginCenterFt":[103.58333333333333,103.58333333333333],"transform":{"wtc1":"east = 103 7/12 - ABS.X; south = 103 7/12 - ABS.Y","wtc2":"east = 103 7/12 - ABS.Y; south = ABS.X - 103 7/12"},"orientationEvidence":"SA401 north-arrow key plan: WTC1 501 NW, 508 NE, 1001 SW. NCSTAR 1-2 Fig.7-42: WTC2 508 NW, 501 SW, 1001 SE.","perimeterGridWidthFt":207.16666666666666},"levels":[{"id":"107","label":"Floor 107","heightFt":0.0},{"id":"108","label":"Floor 108","heightFt":17.5},{"id":"109","label":"Floor 109","heightFt":31.5},{"id":"110","label":"Floor 110","heightFt":43.166666666666664}],"roofProfile":{"datum":"above floor 110","lowSupportFt":12.333333333333334,"rows600900CentralSupportFt":15.458333333333334,"rows700800CentralSupportFt":18.666666666666668,"evidence":"SA401\u2013SA402 dimensioned roof support elevations; local column tips and joint offsets are omitted","note":"A nominal support profile, not one flat roof plane or an architectural roof surface."},"scope":{"towers":[1,2],"inventoryBasis":"Separate Tower A and B schedule records; source geometry matches, section/grade differences are preserved.","drawingApplicability":"SA401\u2013404 corroborate Tower A. Tower B nominal layout uses its own schedule and the same A profile; B roof heights are not independently verified.","geometry":"Floor-level educational reconstruction. Source section names and topology are retained; this is not connection-exact fabrication geometry or a validated structural analysis model.","notIncluded":["Complete horizontal floor beams and diaphragm bracing","Connection plates, bolts, welds, stiffeners, and section roll orientation","Remaining unresolved numeric/blank brace endpoints, including mast-support details","Fabrication geometry of the antenna shaft and its attachment joints (display envelope and support relationship are schematic)","Full roof cladding and slab geometry"],"missingCoordinatePolicy":"Missing source endpoints are retained with modelable:false and null coordinates, never extrapolated.","columnCoverage":"Schedule columns only; four 108\u2013110 records per tower lack upper coordinate entries and remain unmodeled.","gradePolicy":"Only explicit Fy entries become numeric strengths; blank cells are not filled down or assumed to be 50 ksi."},"sources":[{"id":"roof-truss-xls","title":"WTC \u2013 Roof Truss: coordinate, brace location A/B, column location A/B","path":"sources/LERA - PLANS-022102/tvmast/WTC - Roof Truss.xls","sha256":"ec99920304051b0e30623b50eb974591d442e0cc56d5fafeb06d0aad99d28c04","type":"engineering schedule"},{"id":"wtc2-orientation","title":"NIST NCSTAR 1-2, Fig. 7-42, printed page 233: WTC2 column identity orientation","path":"sources/NCSTAR1-2.pdf","reviewedImage":"site/assets/fig7-42_damage_WTC2_p1.png","use":"Column identity and plan rotation only, not impact-floor geometry"},{"id":"SA401","title":"SA401: TV mast support elevations, Tower A","path":"sources/LERA - PLANS-022102/tvmast/CD_14_PAC1/SA401.TIF","sha256":"de496d3c6761ab1e08638f52b586f2d47856a1f743fcc272ced7ffe9d085efa8"},{"id":"SA402","title":"SA402: TV mast support elevations, Tower A","path":"sources/LERA - PLANS-022102/tvmast/CD_14_PAC1/SA402.TIF","sha256":"ff3cc33fb3a1e4144c17565ec5f2f3879bbeade5522a6615a45187e667788f70"},{"id":"SA403","title":"SA403: TV mast support elevations, Tower A","path":"sources/LERA - PLANS-022102/tvmast/CD_14_PAC1/SA403.TIF","sha256":"227d06cd41c7dd3fe8a93662d0e60bedf73fa6495eafef589bed0ebc45b6b5be"},{"id":"SA404","title":"SA404: TV mast support elevations, Tower A","path":"sources/LERA - PLANS-022102/tvmast/CD_14_PAC1/SA404.TIF","sha256":"43f16286bd3801a4377a7d8b7f6f0783bb0c350166ed8864eeb695aed221c475"}],"members":[{"id":"wtc1-brace-003","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":3,"range":"A3:I3","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4,5]},"sourceEndpoints":{"start":{"column":"501","level":107.0,"offsetFlag":"A"},"end":{"column":"502","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,-41.75],"end":[-45.666667,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-004","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":4,"range":"A4:I4","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6,7]},"sourceEndpoints":{"start":{"column":"503","level":107.0,"offsetFlag":""},"end":{"column":"504","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,0.0,-41.75],"end":[-3.0,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-005","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":5,"range":"A5:I5","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8,9]},"sourceEndpoints":{"start":{"column":"506","level":107.0,"offsetFlag":""},"end":{"column":"505","level":108.0,"offsetFlag":"B"}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.75,0.0,-41.75],"end":[3.0,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-006","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":6,"range":"A6:I6","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10,11]},"sourceEndpoints":{"start":{"column":"508","level":107.0,"offsetFlag":"A"},"end":{"column":"507","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,-41.75],"end":[45.666667,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-007","tower":1,"section":"18x26 BOX 4-1A","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":7,"range":"A7:I7","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"501","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-103.041667,17.5,-41.75],"end":[-66.041667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-008","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":8,"range":"A8:I8","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4,5]},"sourceEndpoints":{"start":{"column":"502","level":108.0,"offsetFlag":""},"end":{"column":"501","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,17.5,-41.75],"end":[-66.041667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-009","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":9,"range":"A9:I9","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[5,6]},"sourceEndpoints":{"start":{"column":"502","level":108.0,"offsetFlag":""},"end":{"column":"503","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,17.5,-41.75],"end":[-24.666667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-010","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":10,"range":"A10:I10","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6,7]},"sourceEndpoints":{"start":{"column":"503","level":108.0,"offsetFlag":""},"end":{"column":"504","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,17.5,-41.75],"end":[-3.0,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-011","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":11,"range":"A11:I11","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"504","level":108.0,"offsetFlag":""},"end":{"column":"505","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,-41.75],"end":[3.0,30.5417,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-012","tower":1,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":12,"range":"A12:I12","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"504","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"505","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,30.5417,-41.75],"end":[3.0,30.5417,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-013","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":13,"range":"A13:I13","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"505","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"504","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,30.5417,-41.75],"end":[-3.0,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-014","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":14,"range":"A14:I14","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8,9]},"sourceEndpoints":{"start":{"column":"506","level":108.0,"offsetFlag":""},"end":{"column":"505","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.75,17.5,-41.75],"end":[3.0,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-015","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":15,"range":"A15:I15","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[9,10]},"sourceEndpoints":{"start":{"column":"507","level":108.0,"offsetFlag":""},"end":{"column":"506","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[45.666667,17.5,-41.75],"end":[24.75,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-016","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":16,"range":"A16:I16","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10,11]},"sourceEndpoints":{"start":{"column":"507","level":108.0,"offsetFlag":""},"end":{"column":"508","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[45.666667,17.5,-41.75],"end":[66.041667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-017","tower":1,"section":"18x26 BOX 4-1A","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":17,"range":"A17:I17","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[11]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"508","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[103.041667,17.5,-41.75],"end":[66.041667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-018","tower":1,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":18,"range":"A18:I18","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4,14]},"sourceEndpoints":{"start":{"column":"501","level":110.0,"offsetFlag":""},"end":{"column":"602","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,-41.75],"end":[-46.166667,55.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-019","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":19,"range":"A19:I19","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4,5]},"sourceEndpoints":{"start":{"column":"501","level":110.0,"offsetFlag":""},"end":{"column":"502","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,-41.75],"end":[-45.666667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-020","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":20,"range":"A20:I20","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[5,6]},"sourceEndpoints":{"start":{"column":"503","level":110.0,"offsetFlag":""},"end":{"column":"502","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,43.166667,-41.75],"end":[-45.666667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-021","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":21,"range":"A21:I21","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6,7]},"sourceEndpoints":{"start":{"column":"503","level":110.0,"offsetFlag":""},"end":{"column":"504","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,43.166667,-41.75],"end":[-3.0,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-022","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":22,"range":"A22:I22","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"504","level":110.0,"offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-41.75],"end":[3.0,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-023","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":23,"range":"A23:I23","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"504","level":110.0,"offsetFlag":""},"end":{"column":"505","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-41.75],"end":[3.0,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-024","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":24,"range":"A24:I24","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"504","level":"ROOF","offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,55.5,-41.75],"end":[3.0,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-025","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":25,"range":"A25:I25","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8,9]},"sourceEndpoints":{"start":{"column":"506","level":110.0,"offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.75,43.166667,-41.75],"end":[3.0,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-026","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":26,"range":"A26:I26","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[9,10]},"sourceEndpoints":{"start":{"column":"506","level":110.0,"offsetFlag":""},"end":{"column":"507","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.75,43.166667,-41.75],"end":[45.666667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-027","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":27,"range":"A27:I27","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10,11]},"sourceEndpoints":{"start":{"column":"508","level":110.0,"offsetFlag":""},"end":{"column":"507","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,-41.75],"end":[45.666667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-028","tower":1,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":28,"range":"A28:I28","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[11,19]},"sourceEndpoints":{"start":{"column":"508","level":110.0,"offsetFlag":""},"end":{"column":"607","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,-41.75],"end":[46.166667,55.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-029","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":29,"range":"A29:I29","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15,16]},"sourceEndpoints":{"start":{"column":"603","level":107.0,"offsetFlag":""},"end":{"column":"604","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.166667,0.0,-25.583333],"end":[-3.0,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-030","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":30,"range":"A30:I30","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17,18]},"sourceEndpoints":{"start":{"column":"606","level":107.0,"offsetFlag":""},"end":{"column":"605","level":108.0,"offsetFlag":"B"}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.166667,0.0,-25.583333],"end":[3.0,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-031","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":31,"range":"A31:I31","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[13,14]},"sourceEndpoints":{"start":{"column":"602","level":108.0,"offsetFlag":""},"end":{"column":"601","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,-25.583333],"end":[-66.041667,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-032","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":32,"range":"A32:I32","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[14,15]},"sourceEndpoints":{"start":{"column":"602","level":108.0,"offsetFlag":""},"end":{"column":"603","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,-25.583333],"end":[-25.166667,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-033","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":33,"range":"A33:I33","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15,16]},"sourceEndpoints":{"start":{"column":"603","level":108.0,"offsetFlag":""},"end":{"column":"604","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.166667,17.5,-25.583333],"end":[-3.0,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-034","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":34,"range":"A34:I34","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"604","level":108.0,"offsetFlag":""},"end":{"column":"605","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,-25.583333],"end":[3.0,30.5417,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-035","tower":1,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":35,"range":"A35:I35","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"604","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"605","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,30.5417,-25.583333],"end":[3.0,30.5417,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-036","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":36,"range":"A36:I36","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"605","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"604","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,30.5417,-25.583333],"end":[-3.0,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-037","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":37,"range":"A37:I37","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17,18]},"sourceEndpoints":{"start":{"column":"606","level":108.0,"offsetFlag":""},"end":{"column":"605","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.166667,17.5,-25.583333],"end":[3.0,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-038","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":38,"range":"A38:I38","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[18,19]},"sourceEndpoints":{"start":{"column":"607","level":108.0,"offsetFlag":""},"end":{"column":"606","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,-25.583333],"end":[25.166667,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-039","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":39,"range":"A39:I39","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[19,20]},"sourceEndpoints":{"start":{"column":"607","level":108.0,"offsetFlag":""},"end":{"column":"608","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,-25.583333],"end":[66.041667,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-040","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":40,"range":"A40:I40","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[13,14]},"sourceEndpoints":{"start":{"column":"601","level":110.0,"offsetFlag":""},"end":{"column":"602","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,-25.583333],"end":[-46.166667,55.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-041","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":41,"range":"A41:I41","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[14,15]},"sourceEndpoints":{"start":{"column":"603","level":110.0,"offsetFlag":""},"end":{"column":"602","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.166667,43.166667,-25.583333],"end":[-46.166667,55.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-042","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":42,"range":"A42:I42","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15,16]},"sourceEndpoints":{"start":{"column":"603","level":110.0,"offsetFlag":""},"end":{"column":"604","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.166667,43.166667,-25.583333],"end":[-3.0,58.625,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-043","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":43,"range":"A43:I43","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"604","level":110.0,"offsetFlag":""},"end":{"column":"605","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-25.583333],"end":[3.0,58.625,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-044","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":44,"range":"A44:I44","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"604","level":110.0,"offsetFlag":""},"end":{"column":"605","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-25.583333],"end":[3.0,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-045","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":45,"range":"A45:I45","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"604","level":"ROOF","offsetFlag":""},"end":{"column":"605","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,58.625,-25.583333],"end":[3.0,58.625,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-046","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":46,"range":"A46:I46","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17,18]},"sourceEndpoints":{"start":{"column":"606","level":110.0,"offsetFlag":""},"end":{"column":"605","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.166667,43.166667,-25.583333],"end":[3.0,58.625,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-047","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":47,"range":"A47:I47","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[18,19]},"sourceEndpoints":{"start":{"column":"606","level":110.0,"offsetFlag":""},"end":{"column":"607","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.166667,43.166667,-25.583333],"end":[46.166667,55.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-048","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":48,"range":"A48:I48","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[19,20]},"sourceEndpoints":{"start":{"column":"608","level":110.0,"offsetFlag":""},"end":{"column":"607","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,-25.583333],"end":[46.166667,55.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-049","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":49,"range":"A49:I49","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22,23]},"sourceEndpoints":{"start":{"column":"701","level":107.0,"offsetFlag":""},"end":{"column":"702","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,-5.083333],"end":[-46.166667,17.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-050","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":50,"range":"A50:I50","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28,29]},"sourceEndpoints":{"start":{"column":"708","level":107.0,"offsetFlag":""},"end":{"column":"707","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,-5.083333],"end":[46.166667,17.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-051","tower":1,"section":"18x26 BOX 4-1B","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":51,"range":"A51:I51","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"701","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-103.041667,17.5,-5.083333],"end":[-66.041667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-052","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":52,"range":"A52:I52","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22,23]},"sourceEndpoints":{"start":{"column":"702","level":108.0,"offsetFlag":""},"end":{"column":"701","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,-5.083333],"end":[-66.041667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-053","tower":1,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":53,"range":"A53:I53","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"702","level":108.0,"offsetFlag":""},"end":{"column":"120.16666666666667","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!120.16666666666667 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-brace-054","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":54,"range":"A54:I54","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"704","level":108.0,"offsetFlag":""},"end":{"column":"120.16666666666667","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!120.16666666666667 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-brace-055","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":55,"range":"A55:I55","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":108.0,"offsetFlag":""},"end":{"column":"705","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,-9.0],"end":[3.0,30.5417,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-056","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":56,"range":"A56:I56","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"705","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"704","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,30.5417,-9.0],"end":[-3.0,43.166667,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-057","tower":1,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":57,"range":"A57:I57","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"705","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,30.5417,-9.0],"end":[3.0,30.5417,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-058","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":58,"range":"A58:I58","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":108.0,"offsetFlag":""},"end":{"column":"705","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,-9.0],"end":[3.0,17.5,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-059","tower":1,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":59,"range":"A59:I59","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,28]},"sourceEndpoints":{"start":{"column":"707","level":108.0,"offsetFlag":""},"end":{"column":"95.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Numeric roof station recovered from the elevation drawing; height interpolates the existing nominal roof-support profile, not a connection workpoint."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,-5.083333],"end":[8.5,61.026384,-9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402: dimensioned ABS.X roof stations 112'1 and 95'1, in the 700/800 frame planes"]},{"id":"wtc1-brace-060","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":60,"range":"A60:I60","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28,29]},"sourceEndpoints":{"start":{"column":"707","level":108.0,"offsetFlag":""},"end":{"column":"708","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,-5.083333],"end":[66.041667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-061","tower":1,"section":"18x26 BOX 4-1B","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":61,"range":"A61:I61","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[29]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"708","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[103.041667,17.5,-5.083333],"end":[66.041667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-062","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":62,"range":"A62:I62","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22,23]},"sourceEndpoints":{"start":{"column":"701","level":110.0,"offsetFlag":""},"end":{"column":"702","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,-5.083333],"end":[-46.166667,55.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-063","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":63,"range":"A63:I63","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"702","level":110.0,"offsetFlag":""},"end":{"column":"130.75","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!130.75 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-brace-064","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":64,"range":"A64:I64","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"120.16666666666667","level":110.0,"offsetFlag":""},"end":{"column":"130.75","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!120.16666666666667 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-brace-065","tower":1,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":65,"range":"A65:I65","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"130.75","level":110.0,"offsetFlag":""},"end":{"column":"112.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!130.75 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-brace-066","tower":1,"section":"14WF264","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":66,"range":"A66:I66","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25]},"sourceEndpoints":{"start":{"column":"704","level":110.0,"offsetFlag":""},"end":{"column":"112.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Numeric roof station recovered from the elevation drawing; height interpolates the existing nominal roof-support profile, not a connection workpoint."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-9.0],"end":[-8.5,61.026384,-9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402: dimensioned ABS.X roof stations 112'1 and 95'1, in the 700/800 frame planes"]},{"id":"wtc1-brace-067","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":67,"range":"A67:I67","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":110.0,"offsetFlag":""},"end":{"column":"705","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-9.0],"end":[3.0,43.166667,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-068","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":68,"range":"A68:I68","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":110.0,"offsetFlag":""},"end":{"column":"705","level":"7.604167 ABOVE 110","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-9.0],"end":[3.0,50.770834,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-069","tower":1,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":69,"range":"A69:I69","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":"7.604167 ABOVE 110","offsetFlag":""},"end":{"column":"705","level":"7.604167 ABOVE 110","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,50.770834,-9.0],"end":[3.0,50.770834,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-070","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":70,"range":"A70:I70","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"705","level":"7.604167 ABOVE 110","offsetFlag":""},"end":{"column":"704","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,50.770834,-9.0],"end":[-3.0,61.833333,-9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-071","tower":1,"section":"14WF264","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":71,"range":"A71:I71","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"705","level":110.0,"offsetFlag":""},"end":{"column":"95.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Numeric roof station recovered from the elevation drawing; height interpolates the existing nominal roof-support profile, not a connection workpoint."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,-9.0],"end":[8.5,61.026384,-9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402: dimensioned ABS.X roof stations 112'1 and 95'1, in the 700/800 frame planes"]},{"id":"wtc1-brace-072","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":72,"range":"A72:I72","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"","level":110.0,"offsetFlag":""},"end":{"column":"707","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate! at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-brace-073","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":73,"range":"A73:I73","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28,29]},"sourceEndpoints":{"start":{"column":"708","level":110.0,"offsetFlag":""},"end":{"column":"707","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,-5.083333],"end":[46.166667,55.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-074","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":74,"range":"A74:I74","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31,32]},"sourceEndpoints":{"start":{"column":"801","level":107.0,"offsetFlag":""},"end":{"column":"802","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,5.083333],"end":[-46.166667,17.5,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-075","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":75,"range":"A75:I75","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37,38]},"sourceEndpoints":{"start":{"column":"807","level":107.0,"offsetFlag":""},"end":{"column":"806","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,5.083333],"end":[46.166667,17.5,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-076","tower":1,"section":"18x26 BOX 4-1B","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":76,"range":"A76:I76","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"801","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-103.041667,17.5,5.083333],"end":[-66.041667,43.166667,5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-077","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":77,"range":"A77:I77","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31,32]},"sourceEndpoints":{"start":{"column":"802","level":108.0,"offsetFlag":""},"end":{"column":"801","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,5.083333],"end":[-66.041667,43.166667,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-078","tower":1,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":78,"range":"A78:I78","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[32,34]},"sourceEndpoints":{"start":{"column":"802","level":108.0,"offsetFlag":""},"end":{"column":"112.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Numeric roof station recovered from the elevation drawing; height interpolates the existing nominal roof-support profile, not a connection workpoint."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,5.083333],"end":[-8.5,61.026384,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402: dimensioned ABS.X roof stations 112'1 and 95'1, in the 700/800 frame planes"]},{"id":"wtc1-brace-079","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":79,"range":"A79:I79","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":108.0,"offsetFlag":""},"end":{"column":"804","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,9.0],"end":[3.0,17.5,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-080","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":80,"range":"A80:I80","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":108.0,"offsetFlag":""},"end":{"column":"804","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,9.0],"end":[3.0,30.5417,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-081","tower":1,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":81,"range":"A81:I81","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"804","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,30.5417,9.0],"end":[3.0,30.5417,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-082","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":82,"range":"A82:I82","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"804A","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,30.5417,9.0],"end":[-3.0,43.166667,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-083","tower":1,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":83,"range":"A83:I83","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,37]},"sourceEndpoints":{"start":{"column":"806","level":108.0,"offsetFlag":""},"end":{"column":"95.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Numeric roof station recovered from the elevation drawing; height interpolates the existing nominal roof-support profile, not a connection workpoint."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,5.083333],"end":[8.5,61.026384,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402: dimensioned ABS.X roof stations 112'1 and 95'1, in the 700/800 frame planes"]},{"id":"wtc1-brace-084","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":84,"range":"A84:I84","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37,38]},"sourceEndpoints":{"start":{"column":"806","level":108.0,"offsetFlag":""},"end":{"column":"807","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,5.083333],"end":[66.041667,43.166667,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-085","tower":1,"section":"18x26 BOX 4-1B","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":85,"range":"A85:I85","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[38]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"807","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[103.041667,17.5,5.083333],"end":[66.041667,43.166667,5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-086","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":86,"range":"A86:I86","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31,32]},"sourceEndpoints":{"start":{"column":"801","level":110.0,"offsetFlag":""},"end":{"column":"802","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,5.083333],"end":[-46.166667,55.5,5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-087","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":87,"range":"A87:I87","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"","level":"12.75 ABOVE 108","offsetFlag":""},"end":{"column":"802","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate! at floor 108; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-brace-088","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":88,"range":"A88:I88","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"","level":110.0,"offsetFlag":""},"end":{"column":"130.75","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate! at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-brace-089","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":89,"range":"A89:I89","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"","level":110.0,"offsetFlag":""},"end":{"column":"130.75","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate! at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-brace-090","tower":1,"section":"14WF264","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":90,"range":"A90:I90","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34]},"sourceEndpoints":{"start":{"column":"804A","level":110.0,"offsetFlag":""},"end":{"column":"112.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Numeric roof station recovered from the elevation drawing; height interpolates the existing nominal roof-support profile, not a connection workpoint."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,9.0],"end":[-8.5,61.026384,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402: dimensioned ABS.X roof stations 112'1 and 95'1, in the 700/800 frame planes"]},{"id":"wtc1-brace-091","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":91,"range":"A91:I91","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":110.0,"offsetFlag":""},"end":{"column":"804","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,9.0],"end":[3.0,43.166667,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-092","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":92,"range":"A92:I92","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":110.0,"offsetFlag":""},"end":{"column":"804","level":"7.604167 ABOVE 110","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,9.0],"end":[3.0,50.770834,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-093","tower":1,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":93,"range":"A93:I93","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":"7.604167 ABOVE 110","offsetFlag":""},"end":{"column":"804","level":"7.604167 ABOVE 110","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,50.770834,9.0],"end":[3.0,50.770834,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-094","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":94,"range":"A94:I94","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804","level":"7.604167 ABOVE 110","offsetFlag":""},"end":{"column":"804A","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,50.770834,9.0],"end":[-3.0,61.833333,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-095","tower":1,"section":"14WF264","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":95,"range":"A95:I95","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804","level":110.0,"offsetFlag":""},"end":{"column":"95.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Numeric roof station recovered from the elevation drawing; height interpolates the existing nominal roof-support profile, not a connection workpoint."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,9.0],"end":[8.5,61.026384,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402: dimensioned ABS.X roof stations 112'1 and 95'1, in the 700/800 frame planes"]},{"id":"wtc1-brace-096","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":96,"range":"A96:I96","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"","level":110.0,"offsetFlag":""},"end":{"column":"806","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate! at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-brace-097","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":97,"range":"A97:I97","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37,38]},"sourceEndpoints":{"start":{"column":"807","level":110.0,"offsetFlag":""},"end":{"column":"806","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,5.083333],"end":[46.166667,55.5,5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-098","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":98,"range":"A98:I98","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41,42]},"sourceEndpoints":{"start":{"column":"903","level":107.0,"offsetFlag":""},"end":{"column":"902","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,0.0,25.583333],"end":[-46.166667,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-099","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":99,"range":"A99:I99","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44,45]},"sourceEndpoints":{"start":{"column":"906","level":107.0,"offsetFlag":""},"end":{"column":"905","level":108.0,"offsetFlag":"B"}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.166667,0.0,25.583333],"end":[3.0,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-100","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":100,"range":"A100:I100","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[40,41]},"sourceEndpoints":{"start":{"column":"902","level":108.0,"offsetFlag":""},"end":{"column":"901","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,25.583333],"end":[-66.041667,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-101","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":101,"range":"A101:I101","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41,42]},"sourceEndpoints":{"start":{"column":"902","level":108.0,"offsetFlag":""},"end":{"column":"903","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,25.583333],"end":[-24.666667,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-102","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":102,"range":"A102:I102","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"904","level":108.0,"offsetFlag":""},"end":{"column":"905","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,25.583333],"end":[3.0,30.5417,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-103","tower":1,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":103,"range":"A103:I103","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"904","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"905","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,30.5417,25.583333],"end":[3.0,30.5417,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-104","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":104,"range":"A104:I104","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"905","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"904","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,30.5417,25.583333],"end":[-3.0,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-105","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":105,"range":"A105:I105","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44,45]},"sourceEndpoints":{"start":{"column":"906","level":108.0,"offsetFlag":""},"end":{"column":"905","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.166667,17.5,25.583333],"end":[3.0,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-106","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":106,"range":"A106:I106","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[45,46]},"sourceEndpoints":{"start":{"column":"907","level":108.0,"offsetFlag":""},"end":{"column":"906","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,25.583333],"end":[24.166667,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-107","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":107,"range":"A107:I107","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[46,47]},"sourceEndpoints":{"start":{"column":"907","level":108.0,"offsetFlag":""},"end":{"column":"908","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,25.583333],"end":[66.041667,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-108","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":108,"range":"A108:I108","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[40,41]},"sourceEndpoints":{"start":{"column":"901","level":110.0,"offsetFlag":""},"end":{"column":"902","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,25.583333],"end":[-46.166667,55.5,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-109","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":109,"range":"A109:I109","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41,42]},"sourceEndpoints":{"start":{"column":"903","level":110.0,"offsetFlag":""},"end":{"column":"902","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,43.166667,25.583333],"end":[-46.166667,55.5,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-110","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":110,"range":"A110:I110","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[42,43]},"sourceEndpoints":{"start":{"column":"903","level":110.0,"offsetFlag":""},"end":{"column":"904","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,43.166667,25.583333],"end":[-3.0,58.625,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-111","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":111,"range":"A111:I111","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"904","level":110.0,"offsetFlag":""},"end":{"column":"905","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,25.583333],"end":[3.0,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-112","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":112,"range":"A112:I112","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"904","level":110.0,"offsetFlag":""},"end":{"column":"905","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,25.583333],"end":[3.0,58.625,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-113","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":113,"range":"A113:I113","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"904","level":"ROOF","offsetFlag":""},"end":{"column":"905","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,58.625,25.583333],"end":[3.0,58.625,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-114","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":114,"range":"A114:I114","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44,45]},"sourceEndpoints":{"start":{"column":"906","level":110.0,"offsetFlag":""},"end":{"column":"905","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.166667,43.166667,25.583333],"end":[3.0,58.625,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-115","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":115,"range":"A115:I115","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[45,46]},"sourceEndpoints":{"start":{"column":"906","level":110.0,"offsetFlag":""},"end":{"column":"907","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.166667,43.166667,25.583333],"end":[46.166667,55.5,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-116","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":116,"range":"A116:I116","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[46,47]},"sourceEndpoints":{"start":{"column":"908","level":110.0,"offsetFlag":""},"end":{"column":"907","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,25.583333],"end":[46.166667,55.5,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-117","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":117,"range":"A117:I117","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49,50]},"sourceEndpoints":{"start":{"column":"1001","level":107.0,"offsetFlag":"A"},"end":{"column":"1002","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,41.75],"end":[-45.666667,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-118","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":118,"range":"A118:I118","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50,51]},"sourceEndpoints":{"start":{"column":"1002","level":107.0,"offsetFlag":""},"end":{"column":"1003","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,0.0,41.75],"end":[-24.75,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-119","tower":1,"section":"10WF60","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":119,"range":"A119:I119","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53,54]},"sourceEndpoints":{"start":{"column":"1005","level":107.0,"offsetFlag":""},"end":{"column":"1006","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[4.583333,0.0,41.75],"end":[24.666667,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-120","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":120,"range":"A120:I120","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55,56]},"sourceEndpoints":{"start":{"column":"1008","level":107.0,"offsetFlag":"A"},"end":{"column":"1007","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,41.75],"end":[45.666667,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-121","tower":1,"section":"18x26 BOX 4-1A","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":121,"range":"A121:I121","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1001","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-103.041667,17.5,41.75],"end":[-66.041667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-122","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":122,"range":"A122:I122","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49,50]},"sourceEndpoints":{"start":{"column":"1002","level":108.0,"offsetFlag":""},"end":{"column":"1001","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,17.5,41.75],"end":[-66.041667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-123","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":123,"range":"A123:I123","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50,51]},"sourceEndpoints":{"start":{"column":"1002","level":108.0,"offsetFlag":""},"end":{"column":"1003","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,17.5,41.75],"end":[-24.75,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-124","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":124,"range":"A124:I124","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[51,52]},"sourceEndpoints":{"start":{"column":"1003","level":108.0,"offsetFlag":""},"end":{"column":"1004","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.75,17.5,41.75],"end":[-3.0,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-125","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":125,"range":"A125:I125","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1004","level":108.0,"offsetFlag":""},"end":{"column":"1005","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,41.75],"end":[3.0,30.5417,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-126","tower":1,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":126,"range":"A126:I126","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1004","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"1005","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,30.5417,41.75],"end":[3.0,30.5417,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-127","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":127,"range":"A127:I127","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1005","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"1004","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,30.5417,41.75],"end":[-3.0,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-128","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":128,"range":"A128:I128","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53,54]},"sourceEndpoints":{"start":{"column":"1006","level":108.0,"offsetFlag":""},"end":{"column":"1005","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.666667,17.5,41.75],"end":[3.0,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-129","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":129,"range":"A129:I129","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[54,55]},"sourceEndpoints":{"start":{"column":"1007","level":108.0,"offsetFlag":""},"end":{"column":"1006","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[45.666667,17.5,41.75],"end":[24.666667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-130","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":130,"range":"A130:I130","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55,56]},"sourceEndpoints":{"start":{"column":"1007","level":108.0,"offsetFlag":""},"end":{"column":"1008","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[45.666667,17.5,41.75],"end":[66.041667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-131","tower":1,"section":"18x26 BOX 4-1A","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":131,"range":"A131:I131","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[56]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1008","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[103.041667,17.5,41.75],"end":[66.041667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-132","tower":1,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":132,"range":"A132:I132","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[41,49]},"sourceEndpoints":{"start":{"column":"1001","level":110.0,"offsetFlag":""},"end":{"column":"902","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,41.75],"end":[-46.166667,55.5,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-133","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":133,"range":"A133:I133","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49,50]},"sourceEndpoints":{"start":{"column":"1001","level":110.0,"offsetFlag":""},"end":{"column":"1002","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,41.75],"end":[-45.666667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-134","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":134,"range":"A134:I134","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50,51]},"sourceEndpoints":{"start":{"column":"1003","level":110.0,"offsetFlag":""},"end":{"column":"1002","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.75,43.166667,41.75],"end":[-45.666667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-135","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":135,"range":"A135:I135","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[51,52]},"sourceEndpoints":{"start":{"column":"1003","level":110.0,"offsetFlag":""},"end":{"column":"1004","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.75,43.166667,41.75],"end":[-3.0,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-136","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":136,"range":"A136:I136","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1004","level":110.0,"offsetFlag":""},"end":{"column":"1005","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,41.75],"end":[3.0,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-137","tower":1,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":137,"range":"A137:I137","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1004","level":110.0,"offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,41.75],"end":[3.0,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-138","tower":1,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location A","row":138,"range":"A138:I138","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1004","level":"ROOF","offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,55.5,41.75],"end":[3.0,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-139","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":139,"range":"A139:I139","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53,54]},"sourceEndpoints":{"start":{"column":"1006","level":110.0,"offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.666667,43.166667,41.75],"end":[3.0,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-140","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":140,"range":"A140:I140","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[54,55]},"sourceEndpoints":{"start":{"column":"1006","level":110.0,"offsetFlag":""},"end":{"column":"1007","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.666667,43.166667,41.75],"end":[45.666667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-141","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":141,"range":"A141:I141","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55,56]},"sourceEndpoints":{"start":{"column":"1008","level":110.0,"offsetFlag":""},"end":{"column":"1007","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,41.75],"end":[45.666667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-142","tower":1,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":142,"range":"A142:I142","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[46,56]},"sourceEndpoints":{"start":{"column":"1008","level":110.0,"offsetFlag":""},"end":{"column":"907","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,41.75],"end":[46.166667,55.5,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-144","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":144,"range":"A144:I144","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[40,49]},"sourceEndpoints":{"start":{"column":"1001","level":107.0,"offsetFlag":"B"},"end":{"column":"901","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,41.75],"end":[-66.041667,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-145","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":145,"range":"A145:I145","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[4,13]},"sourceEndpoints":{"start":{"column":"501","level":107.0,"offsetFlag":"B"},"end":{"column":"601","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,-41.75],"end":[-66.041667,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-146","tower":1,"section":"18x30 BOX 4-1C","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":146,"range":"A146:I146","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[49]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1001","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-66.041667,17.5,103.041667],"end":[-66.041667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-147","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":147,"range":"A147:I147","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[40,49]},"sourceEndpoints":{"start":{"column":"901","level":108.0,"offsetFlag":""},"end":{"column":"1001","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,25.583333],"end":[-66.041667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-148","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":148,"range":"A148:I148","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[31,40]},"sourceEndpoints":{"start":{"column":"901","level":108.0,"offsetFlag":""},"end":{"column":"801","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,25.583333],"end":[-66.041667,43.166667,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-149","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":149,"range":"A149:I149","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[22,31]},"sourceEndpoints":{"start":{"column":"701","level":108.0,"offsetFlag":""},"end":{"column":"801","level":"13.125 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,-5.083333],"end":[-66.041667,30.625,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-150","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":150,"range":"A150:I150","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[22,31]},"sourceEndpoints":{"start":{"column":"801","level":"13.125 ABOVE 108","offsetFlag":""},"end":{"column":"701","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,30.625,5.083333],"end":[-66.041667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-151","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":151,"range":"A151:I151","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[13,22]},"sourceEndpoints":{"start":{"column":"601","level":108.0,"offsetFlag":""},"end":{"column":"701","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,-25.583333],"end":[-66.041667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-152","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":152,"range":"A152:I152","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[4,13]},"sourceEndpoints":{"start":{"column":"601","level":108.0,"offsetFlag":""},"end":{"column":"501","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,-25.583333],"end":[-66.041667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-153","tower":1,"section":"18x30 BOX 4-1C","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":153,"range":"A153:I153","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[4]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"501","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-66.041667,17.5,-103.041667],"end":[-66.041667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-154","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":154,"range":"A154:I154","drawing":"SA403","frame":"LINE 1002-502","coordinateRows":[23,32]},"sourceEndpoints":{"start":{"column":"802","level":107.0,"offsetFlag":"A"},"end":{"column":"702","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,0.0,5.083333],"end":[-46.166667,17.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-155","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":155,"range":"A155:I155","drawing":"SA403","frame":"LINE 1002-502","coordinateRows":[23,32]},"sourceEndpoints":{"start":{"column":"702","level":107.0,"offsetFlag":""},"end":{"column":"802","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,0.0,-5.083333],"end":[-46.166667,17.5,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-156","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":156,"range":"A156:I156","drawing":"SA403","frame":"LINE 1002-502","coordinateRows":[41,50]},"sourceEndpoints":{"start":{"column":"902","level":110.0,"offsetFlag":""},"end":{"column":"1002","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,43.166667,25.583333],"end":[-45.666667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-157","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":157,"range":"A157:I157","drawing":"SA403","frame":"LINE 1002-502","coordinateRows":[5,14]},"sourceEndpoints":{"start":{"column":"602","level":110.0,"offsetFlag":""},"end":{"column":"502","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,43.166667,-25.583333],"end":[-45.666667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-158","tower":1,"section":"12x51/2 BOX 4-1J","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":158,"range":"A158:I158","drawing":"SA403","frame":"LINE 1003-503","coordinateRows":[42,51]},"sourceEndpoints":{"start":{"column":"903","level":107.0,"offsetFlag":"B"},"end":{"column":"1003","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["The schedule's 12x51/2 notation is 12\u00d75\u00bd in, corroborated by SA403 LINE 1003\u2013503, brace mark 4-1J.","Box dimensions describe the outside envelope; wall thickness is not assigned.","Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":1.0,"width":0.4583333333333333},"sourceSectionOutsideDimensionsIn":[12,5.5],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-24.666667,0.0,25.583333],"end":[-24.75,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-159","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":159,"range":"A159:I159","drawing":"SA403","frame":"LINE 1003-503","coordinateRows":[6,15]},"sourceEndpoints":{"start":{"column":"603","level":107.0,"offsetFlag":""},"end":{"column":"503","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.166667,0.0,-25.583333],"end":[-24.666667,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-160","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":160,"range":"A160:I160","drawing":"SA403","frame":"LINE 1003-503","coordinateRows":[42,51]},"sourceEndpoints":{"start":{"column":"903","level":110.0,"offsetFlag":""},"end":{"column":"1003","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,43.166667,25.583333],"end":[-24.75,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-161","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":161,"range":"A161:I161","drawing":"SA403","frame":"LINE 1003-503","coordinateRows":[6,15]},"sourceEndpoints":{"start":{"column":"603","level":110.0,"offsetFlag":""},"end":{"column":"503","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.166667,43.166667,-25.583333],"end":[-24.666667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-162","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":162,"range":"A162:I162","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[43,52]},"sourceEndpoints":{"start":{"column":"1004","level":107.0,"offsetFlag":"B"},"end":{"column":"904","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,0.0,41.75],"end":[-3.0,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-163","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":163,"range":"A163:I163","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[25,34]},"sourceEndpoints":{"start":{"column":"704","level":107.0,"offsetFlag":""},"end":{"column":"804A","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,0.0,-9.0],"end":[-3.0,17.5,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-164","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":164,"range":"A164:I164","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[7,16]},"sourceEndpoints":{"start":{"column":"504","level":107.0,"offsetFlag":"B"},"end":{"column":"604","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,0.0,-41.75],"end":[-3.0,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-165","tower":1,"section":"18x30 BOX 4-1D","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":165,"range":"A165:I165","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[52]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1004","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled.","Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-3.0,17.5,103.041667],"end":[-3.0,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-166","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":166,"range":"A166:I166","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[43,52]},"sourceEndpoints":{"start":{"column":"1004","level":108.0,"offsetFlag":""},"end":{"column":"904","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,41.75],"end":[-3.0,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-167","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":167,"range":"A167:I167","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[34,43]},"sourceEndpoints":{"start":{"column":"904","level":108.0,"offsetFlag":""},"end":{"column":"804A","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,25.583333],"end":[-3.0,43.166667,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-168","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":168,"range":"A168:I168","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[25,34]},"sourceEndpoints":{"start":{"column":"804A","level":108.0,"offsetFlag":""},"end":{"column":"704","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,9.0],"end":[-3.0,30.5417,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-169","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":169,"range":"A169:I169","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[25,34]},"sourceEndpoints":{"start":{"column":"704","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"804A","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,30.5417,-9.0],"end":[-3.0,43.166667,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-170","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":170,"range":"A170:I170","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[16,25]},"sourceEndpoints":{"start":{"column":"604","level":108.0,"offsetFlag":""},"end":{"column":"704","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,-25.583333],"end":[-3.0,43.166667,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-171","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":171,"range":"A171:I171","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[7,16]},"sourceEndpoints":{"start":{"column":"504","level":108.0,"offsetFlag":""},"end":{"column":"604","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,-41.75],"end":[-3.0,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-172","tower":1,"section":"18x30 BOX 4-1D","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":172,"range":"A172:I172","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[7]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"504","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled.","Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-3.0,17.5,-103.041667],"end":[-3.0,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-173","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":173,"range":"A173:I173","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[43,52]},"sourceEndpoints":{"start":{"column":"904","level":110.0,"offsetFlag":""},"end":{"column":"1004","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,25.583333],"end":[-3.0,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-174","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":174,"range":"A174:I174","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[34,43]},"sourceEndpoints":{"start":{"column":"904","level":110.0,"offsetFlag":""},"end":{"column":"804A","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,25.583333],"end":[-3.0,61.833333,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-175","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":175,"range":"A175:I175","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[25,34]},"sourceEndpoints":{"start":{"column":"804A","level":110.0,"offsetFlag":""},"end":{"column":"704","level":"7 ABOVE 110","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,9.0],"end":[-3.0,50.166667,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-176","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":176,"range":"A176:I176","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[25,34]},"sourceEndpoints":{"start":{"column":"704","level":"8.2083 ABOVE 110","offsetFlag":""},"end":{"column":"804A","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,51.374967,-9.0],"end":[-3.0,61.833333,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-177","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":177,"range":"A177:I177","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[16,25]},"sourceEndpoints":{"start":{"column":"604","level":110.0,"offsetFlag":""},"end":{"column":"704","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-25.583333],"end":[-3.0,61.833333,-9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-178","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":178,"range":"A178:I178","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[7,16]},"sourceEndpoints":{"start":{"column":"604","level":110.0,"offsetFlag":""},"end":{"column":"504","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-25.583333],"end":[-3.0,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-179","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":179,"range":"A179:I179","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[44,53]},"sourceEndpoints":{"start":{"column":"1005","level":107.0,"offsetFlag":"B"},"end":{"column":"905","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[4.583333,0.0,41.75],"end":[3.0,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-180","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":180,"range":"A180:I180","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[8,17]},"sourceEndpoints":{"start":{"column":"505","level":107.0,"offsetFlag":"B"},"end":{"column":"605","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[4.416667,0.0,-41.75],"end":[3.0,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-181","tower":1,"section":"18x30 BOX 4-1D","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":181,"range":"A181:I181","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[53]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled.","Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[3.0,17.5,103.041667],"end":[3.0,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-182","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":182,"range":"A182:I182","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[44,53]},"sourceEndpoints":{"start":{"column":"1005","level":108.0,"offsetFlag":""},"end":{"column":"905","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,41.75],"end":[3.0,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-183","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":183,"range":"A183:I183","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[35,44]},"sourceEndpoints":{"start":{"column":"905","level":108.0,"offsetFlag":""},"end":{"column":"804","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,25.583333],"end":[3.0,43.166667,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-184","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":184,"range":"A184:I184","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[26,35]},"sourceEndpoints":{"start":{"column":"705","level":108.0,"offsetFlag":""},"end":{"column":"804","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,-9.0],"end":[3.0,30.5417,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-185","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":185,"range":"A185:I185","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[26,35]},"sourceEndpoints":{"start":{"column":"804","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"705","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,30.5417,9.0],"end":[3.0,43.166667,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-186","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":186,"range":"A186:I186","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[17,26]},"sourceEndpoints":{"start":{"column":"605","level":108.0,"offsetFlag":""},"end":{"column":"705","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,-25.583333],"end":[3.0,43.166667,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-187","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":187,"range":"A187:I187","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[8,17]},"sourceEndpoints":{"start":{"column":"505","level":108.0,"offsetFlag":""},"end":{"column":"605","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,-41.75],"end":[3.0,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-188","tower":1,"section":"18x30 BOX 4-1D","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":188,"range":"A188:I188","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[8]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled.","Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[3.0,17.5,-103.041667],"end":[3.0,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-189","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":189,"range":"A189:I189","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[44,53]},"sourceEndpoints":{"start":{"column":"905","level":110.0,"offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,25.583333],"end":[3.0,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-190","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":190,"range":"A190:I190","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[35,44]},"sourceEndpoints":{"start":{"column":"905","level":110.0,"offsetFlag":""},"end":{"column":"804","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,25.583333],"end":[3.0,61.833333,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-191","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":191,"range":"A191:I191","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[26,35]},"sourceEndpoints":{"start":{"column":"705","level":110.0,"offsetFlag":""},"end":{"column":"804","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,-9.0],"end":[3.0,61.833333,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-192","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":192,"range":"A192:I192","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[17,26]},"sourceEndpoints":{"start":{"column":"605","level":110.0,"offsetFlag":""},"end":{"column":"705","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,-25.583333],"end":[3.0,61.833333,-9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-193","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":193,"range":"A193:I193","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[8,17]},"sourceEndpoints":{"start":{"column":"605","level":110.0,"offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,-25.583333],"end":[3.0,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-194","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":194,"range":"A194:I194","drawing":"SA404","frame":"LINE 1006-506","coordinateRows":[45,54]},"sourceEndpoints":{"start":{"column":"906","level":107.0,"offsetFlag":""},"end":{"column":"1006","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.166667,0.0,25.583333],"end":[24.666667,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-195","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":195,"range":"A195:I195","drawing":"SA404","frame":"LINE 1006-506","coordinateRows":[9,18]},"sourceEndpoints":{"start":{"column":"606","level":107.0,"offsetFlag":""},"end":{"column":"506","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.166667,0.0,-25.583333],"end":[24.75,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-196","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":196,"range":"A196:I196","drawing":"SA404","frame":"LINE 1006-506","coordinateRows":[45,54]},"sourceEndpoints":{"start":{"column":"906","level":110.0,"offsetFlag":""},"end":{"column":"1006","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.166667,43.166667,25.583333],"end":[24.666667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-197","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":197,"range":"A197:I197","drawing":"SA404","frame":"LINE 1006-506","coordinateRows":[9,18]},"sourceEndpoints":{"start":{"column":"606","level":110.0,"offsetFlag":""},"end":{"column":"506","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.166667,43.166667,-25.583333],"end":[24.75,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-198","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":198,"range":"A198:I198","drawing":"SA404","frame":"LINE 1007-507","coordinateRows":[46,55]},"sourceEndpoints":{"start":{"column":"907","level":107.0,"offsetFlag":""},"end":{"column":"1007","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,0.0,25.583333],"end":[45.666667,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-199","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":199,"range":"A199:I199","drawing":"SA404","frame":"LINE 1007-507","coordinateRows":[46,55]},"sourceEndpoints":{"start":{"column":"907","level":110.0,"offsetFlag":""},"end":{"column":"1007","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,43.166667,25.583333],"end":[45.666667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-200","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":200,"range":"A200:I200","drawing":"SA404","frame":"LINE 1007-507","coordinateRows":[10,19]},"sourceEndpoints":{"start":{"column":"607","level":110.0,"offsetFlag":""},"end":{"column":"507","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,43.166667,-25.583333],"end":[45.666667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-brace-201","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":201,"range":"A201:I201","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[47,56]},"sourceEndpoints":{"start":{"column":"1008","level":107.0,"offsetFlag":"B"},"end":{"column":"908","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,41.75],"end":[66.041667,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-202","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":202,"range":"A202:I202","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[11,20]},"sourceEndpoints":{"start":{"column":"508","level":107.0,"offsetFlag":"B"},"end":{"column":"608","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,-41.75],"end":[66.041667,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-203","tower":1,"section":"18x30 BOX 4-1C","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":203,"range":"A203:I203","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[56]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1008","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[66.041667,17.5,103.041667],"end":[66.041667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-brace-204","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":204,"range":"A204:I204","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[47,56]},"sourceEndpoints":{"start":{"column":"908","level":108.0,"offsetFlag":""},"end":{"column":"1008","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,25.583333],"end":[66.041667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-205","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":205,"range":"A205:I205","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[38,47]},"sourceEndpoints":{"start":{"column":"908","level":108.0,"offsetFlag":""},"end":{"column":"807","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,25.583333],"end":[66.041667,43.166667,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-206","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":206,"range":"A206:I206","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[29,38]},"sourceEndpoints":{"start":{"column":"708","level":108.0,"offsetFlag":""},"end":{"column":"807","level":"13.125 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,-5.083333],"end":[66.041667,30.625,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-207","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":207,"range":"A207:I207","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[29,38]},"sourceEndpoints":{"start":{"column":"807","level":"13.125 ABOVE 108","offsetFlag":""},"end":{"column":"708","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,30.625,5.083333],"end":[66.041667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-208","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":208,"range":"A208:I208","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[20,29]},"sourceEndpoints":{"start":{"column":"608","level":108.0,"offsetFlag":""},"end":{"column":"708","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,-25.583333],"end":[66.041667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-209","tower":1,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location A","row":209,"range":"A209:I209","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[11,20]},"sourceEndpoints":{"start":{"column":"608","level":108.0,"offsetFlag":""},"end":{"column":"508","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,-25.583333],"end":[66.041667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-brace-210","tower":1,"section":"18x30 BOX 4-1C","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location A","row":210,"range":"A210:I210","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[11]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"508","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[66.041667,17.5,-103.041667],"end":[66.041667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in"]},{"id":"wtc1-column-002","tower":1,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":2,"range":"A2:F2","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4]},"sourceEndpoints":{"start":{"column":"501","level":107.0,"offsetFlag":""},"end":{"column":"501","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,-41.75],"end":[-66.041667,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-003","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":3,"range":"A3:F3","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4]},"sourceEndpoints":{"start":{"column":"501","level":108.0,"offsetFlag":""},"end":{"column":"501","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,-41.75],"end":[-66.041667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-004","tower":1,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":4,"range":"A4:F4","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4]},"sourceEndpoints":{"start":{"column":"501","level":110.0,"offsetFlag":""},"end":{"column":"501","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,-41.75],"end":[-66.041667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-005","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":5,"range":"A5:F5","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[5]},"sourceEndpoints":{"start":{"column":"502","level":107.0,"offsetFlag":""},"end":{"column":"502","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,0.0,-41.75],"end":[-45.666667,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-006","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":6,"range":"A6:F6","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[5]},"sourceEndpoints":{"start":{"column":"502","level":108.0,"offsetFlag":""},"end":{"column":"502","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,17.5,-41.75],"end":[-45.666667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-007","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":7,"range":"A7:F7","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[5]},"sourceEndpoints":{"start":{"column":"502","level":110.0,"offsetFlag":""},"end":{"column":"502","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,43.166667,-41.75],"end":[-45.666667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-008","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":8,"range":"A8:F8","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6]},"sourceEndpoints":{"start":{"column":"503","level":107.0,"offsetFlag":""},"end":{"column":"503","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,0.0,-41.75],"end":[-24.666667,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-009","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":9,"range":"A9:F9","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6]},"sourceEndpoints":{"start":{"column":"503","level":108.0,"offsetFlag":""},"end":{"column":"503","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,17.5,-41.75],"end":[-24.666667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-010","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":10,"range":"A10:F10","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6]},"sourceEndpoints":{"start":{"column":"503","level":110.0,"offsetFlag":""},"end":{"column":"503","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,43.166667,-41.75],"end":[-24.666667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-011","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":11,"range":"A11:F11","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7]},"sourceEndpoints":{"start":{"column":"504","level":107.0,"offsetFlag":""},"end":{"column":"504","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,0.0,-41.75],"end":[-3.0,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-012","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":12,"range":"A12:F12","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7]},"sourceEndpoints":{"start":{"column":"504","level":108.0,"offsetFlag":""},"end":{"column":"504","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,-41.75],"end":[-3.0,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-013","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":13,"range":"A13:F13","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7]},"sourceEndpoints":{"start":{"column":"504","level":110.0,"offsetFlag":""},"end":{"column":"504","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-41.75],"end":[-3.0,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-014","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":14,"range":"A14:F14","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8]},"sourceEndpoints":{"start":{"column":"505","level":107.0,"offsetFlag":""},"end":{"column":"505","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[4.416667,0.0,-41.75],"end":[3.0,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-015","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":15,"range":"A15:F15","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8]},"sourceEndpoints":{"start":{"column":"505","level":108.0,"offsetFlag":""},"end":{"column":"505","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,-41.75],"end":[3.0,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-016","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":16,"range":"A16:F16","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8]},"sourceEndpoints":{"start":{"column":"505","level":110.0,"offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,-41.75],"end":[3.0,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-017","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":17,"range":"A17:F17","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[9]},"sourceEndpoints":{"start":{"column":"506","level":107.0,"offsetFlag":""},"end":{"column":"506","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.75,0.0,-41.75],"end":[24.75,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-018","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":18,"range":"A18:F18","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[9]},"sourceEndpoints":{"start":{"column":"506","level":108.0,"offsetFlag":""},"end":{"column":"506","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.75,17.5,-41.75],"end":[24.75,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-019","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":19,"range":"A19:F19","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[9]},"sourceEndpoints":{"start":{"column":"506","level":110.0,"offsetFlag":""},"end":{"column":"506","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.75,43.166667,-41.75],"end":[24.75,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-020","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":20,"range":"A20:F20","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10]},"sourceEndpoints":{"start":{"column":"507","level":107.0,"offsetFlag":""},"end":{"column":"507","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[45.666667,0.0,-41.75],"end":[45.666667,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-021","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":21,"range":"A21:F21","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10]},"sourceEndpoints":{"start":{"column":"507","level":108.0,"offsetFlag":""},"end":{"column":"507","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[45.666667,17.5,-41.75],"end":[45.666667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-022","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":22,"range":"A22:F22","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10]},"sourceEndpoints":{"start":{"column":"507","level":110.0,"offsetFlag":""},"end":{"column":"507","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[45.666667,43.166667,-41.75],"end":[45.666667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-023","tower":1,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":23,"range":"A23:F23","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[11]},"sourceEndpoints":{"start":{"column":"508","level":107.0,"offsetFlag":""},"end":{"column":"508","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,-41.75],"end":[66.041667,17.5,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-024","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":24,"range":"A24:F24","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[11]},"sourceEndpoints":{"start":{"column":"508","level":108.0,"offsetFlag":""},"end":{"column":"508","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,-41.75],"end":[66.041667,43.166667,-41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-025","tower":1,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":25,"range":"A25:F25","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[11]},"sourceEndpoints":{"start":{"column":"508","level":110.0,"offsetFlag":""},"end":{"column":"508","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,-41.75],"end":[66.041667,55.5,-41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-026","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":26,"range":"A26:F26","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[13]},"sourceEndpoints":{"start":{"column":"601","level":107.0,"offsetFlag":""},"end":{"column":"601","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,-25.583333],"end":[-66.041667,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-027","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":27,"range":"A27:F27","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[13]},"sourceEndpoints":{"start":{"column":"601","level":108.0,"offsetFlag":""},"end":{"column":"601","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,-25.583333],"end":[-66.041667,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-028","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":28,"range":"A28:F28","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[13]},"sourceEndpoints":{"start":{"column":"601","level":110.0,"offsetFlag":""},"end":{"column":"601","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,-25.583333],"end":[-66.041667,55.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-029","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":29,"range":"A29:F29","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[14]},"sourceEndpoints":{"start":{"column":"602","level":107.0,"offsetFlag":""},"end":{"column":"602","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,0.0,-25.583333],"end":[-46.166667,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-030","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":30,"range":"A30:F30","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[14]},"sourceEndpoints":{"start":{"column":"602","level":108.0,"offsetFlag":""},"end":{"column":"602","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,-25.583333],"end":[-46.166667,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-031","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":31,"range":"A31:F31","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[14]},"sourceEndpoints":{"start":{"column":"602","level":110.0,"offsetFlag":""},"end":{"column":"602","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,43.166667,-25.583333],"end":[-46.166667,55.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-032","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":32,"range":"A32:F32","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15]},"sourceEndpoints":{"start":{"column":"603","level":107.0,"offsetFlag":""},"end":{"column":"603","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.166667,0.0,-25.583333],"end":[-25.166667,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-033","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":33,"range":"A33:F33","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15]},"sourceEndpoints":{"start":{"column":"603","level":108.0,"offsetFlag":""},"end":{"column":"603","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.166667,17.5,-25.583333],"end":[-25.166667,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-034","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":34,"range":"A34:F34","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15]},"sourceEndpoints":{"start":{"column":"603","level":110.0,"offsetFlag":""},"end":{"column":"603","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.166667,43.166667,-25.583333],"end":[-25.166667,58.625,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-035","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":35,"range":"A35:F35","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16]},"sourceEndpoints":{"start":{"column":"604","level":107.0,"offsetFlag":""},"end":{"column":"604","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,0.0,-25.583333],"end":[-3.0,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-036","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":36,"range":"A36:F36","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16]},"sourceEndpoints":{"start":{"column":"604","level":108.0,"offsetFlag":""},"end":{"column":"604","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,-25.583333],"end":[-3.0,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-037","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":37,"range":"A37:F37","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16]},"sourceEndpoints":{"start":{"column":"604","level":110.0,"offsetFlag":""},"end":{"column":"604","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-25.583333],"end":[-3.0,58.625,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-038","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":38,"range":"A38:F38","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17]},"sourceEndpoints":{"start":{"column":"605","level":107.0,"offsetFlag":""},"end":{"column":"605","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[4.25,0.0,-25.583333],"end":[3.0,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-039","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":39,"range":"A39:F39","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17]},"sourceEndpoints":{"start":{"column":"605","level":108.0,"offsetFlag":""},"end":{"column":"605","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,-25.583333],"end":[3.0,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-040","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":40,"range":"A40:F40","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17]},"sourceEndpoints":{"start":{"column":"605","level":110.0,"offsetFlag":""},"end":{"column":"605","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,-25.583333],"end":[3.0,58.625,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-041","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":41,"range":"A41:F41","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[18]},"sourceEndpoints":{"start":{"column":"606","level":107.0,"offsetFlag":""},"end":{"column":"606","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.166667,0.0,-25.583333],"end":[25.166667,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-042","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":42,"range":"A42:F42","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[18]},"sourceEndpoints":{"start":{"column":"606","level":108.0,"offsetFlag":""},"end":{"column":"606","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.166667,17.5,-25.583333],"end":[25.166667,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-043","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":43,"range":"A43:F43","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[18]},"sourceEndpoints":{"start":{"column":"606","level":110.0,"offsetFlag":""},"end":{"column":"606","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.166667,43.166667,-25.583333],"end":[25.166667,58.625,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-044","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":44,"range":"A44:F44","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[19]},"sourceEndpoints":{"start":{"column":"607","level":107.0,"offsetFlag":""},"end":{"column":"607","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,0.0,-25.583333],"end":[46.166667,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-045","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":45,"range":"A45:F45","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[19]},"sourceEndpoints":{"start":{"column":"607","level":108.0,"offsetFlag":""},"end":{"column":"607","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,-25.583333],"end":[46.166667,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-046","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":46,"range":"A46:F46","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[19]},"sourceEndpoints":{"start":{"column":"607","level":110.0,"offsetFlag":""},"end":{"column":"607","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,43.166667,-25.583333],"end":[46.166667,55.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-047","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":47,"range":"A47:F47","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[20]},"sourceEndpoints":{"start":{"column":"608","level":107.0,"offsetFlag":""},"end":{"column":"608","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,-25.583333],"end":[66.041667,17.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-048","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":48,"range":"A48:F48","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[20]},"sourceEndpoints":{"start":{"column":"608","level":108.0,"offsetFlag":""},"end":{"column":"608","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,-25.583333],"end":[66.041667,43.166667,-25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-049","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":49,"range":"A49:F49","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[20]},"sourceEndpoints":{"start":{"column":"608","level":110.0,"offsetFlag":""},"end":{"column":"608","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,-25.583333],"end":[66.041667,55.5,-25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-050","tower":1,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":50,"range":"A50:F50","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22]},"sourceEndpoints":{"start":{"column":"701","level":107.0,"offsetFlag":""},"end":{"column":"701","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,-5.083333],"end":[-66.041667,17.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-051","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":51,"range":"A51:F51","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22]},"sourceEndpoints":{"start":{"column":"701","level":108.0,"offsetFlag":""},"end":{"column":"701","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,-5.083333],"end":[-66.041667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-052","tower":1,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":52,"range":"A52:F52","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22]},"sourceEndpoints":{"start":{"column":"701","level":110.0,"offsetFlag":""},"end":{"column":"701","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,-5.083333],"end":[-66.041667,55.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-053","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":53,"range":"A53:F53","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[23]},"sourceEndpoints":{"start":{"column":"702","level":107.0,"offsetFlag":""},"end":{"column":"702","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,0.0,-5.083333],"end":[-46.166667,17.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-054","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":54,"range":"A54:F54","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[23]},"sourceEndpoints":{"start":{"column":"702","level":108.0,"offsetFlag":""},"end":{"column":"702","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,-5.083333],"end":[-46.166667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-055","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":55,"range":"A55:F55","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[23]},"sourceEndpoints":{"start":{"column":"702","level":110.0,"offsetFlag":""},"end":{"column":"702","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,43.166667,-5.083333],"end":[-46.166667,55.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-056","tower":1,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":56,"range":"A56:F56","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[24]},"sourceEndpoints":{"start":{"column":"703","level":107.0,"offsetFlag":""},"end":{"column":"703","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-13.958333,0.0,-4.916667],"end":[-13.958333,17.5,-4.916667],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-057","tower":1,"section":"14WF74, 14 WF 43","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":57,"range":"A57:F57","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"703","level":108.0,"offsetFlag":""},"end":{"column":"703","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!703 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-column-058","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":58,"range":"A58:F58","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25]},"sourceEndpoints":{"start":{"column":"704","level":107.0,"offsetFlag":""},"end":{"column":"704","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,0.0,-9.0],"end":[-3.0,17.5,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-059","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":59,"range":"A59:F59","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25]},"sourceEndpoints":{"start":{"column":"704","level":108.0,"offsetFlag":""},"end":{"column":"704","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,-9.0],"end":[-3.0,43.166667,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-060","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":60,"range":"A60:F60","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25]},"sourceEndpoints":{"start":{"column":"704","level":110.0,"offsetFlag":""},"end":{"column":"704","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,-9.0],"end":[-3.0,61.833333,-9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-061","tower":1,"section":"14WF43","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":61,"range":"A61:F61","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[26]},"sourceEndpoints":{"start":{"column":"705","level":107.0,"offsetFlag":""},"end":{"column":"705","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[4.416667,0.0,-3.666667],"end":[3.0,17.5,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-062","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":62,"range":"A62:F62","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[26]},"sourceEndpoints":{"start":{"column":"705","level":108.0,"offsetFlag":""},"end":{"column":"705","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,-9.0],"end":[3.0,43.166667,-9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-063","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":63,"range":"A63:F63","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[26]},"sourceEndpoints":{"start":{"column":"705","level":110.0,"offsetFlag":""},"end":{"column":"705","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,-9.0],"end":[3.0,61.833333,-9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-064","tower":1,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":64,"range":"A64:F64","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[27]},"sourceEndpoints":{"start":{"column":"706","level":107.0,"offsetFlag":""},"end":{"column":"706","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[14.541667,0.0,-5.083333],"end":[14.541667,17.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-065","tower":1,"section":"14WF61","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":65,"range":"A65:F65","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"706","level":108.0,"offsetFlag":""},"end":{"column":"706","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!706 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-column-066","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":66,"range":"A66:F66","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28]},"sourceEndpoints":{"start":{"column":"707","level":107.0,"offsetFlag":""},"end":{"column":"707","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,0.0,-5.083333],"end":[46.166667,17.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-067","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":67,"range":"A67:F67","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28]},"sourceEndpoints":{"start":{"column":"707","level":108.0,"offsetFlag":""},"end":{"column":"707","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,-5.083333],"end":[46.166667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-068","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":68,"range":"A68:F68","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28]},"sourceEndpoints":{"start":{"column":"707","level":110.0,"offsetFlag":""},"end":{"column":"707","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,43.166667,-5.083333],"end":[46.166667,55.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-069","tower":1,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":69,"range":"A69:F69","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[29]},"sourceEndpoints":{"start":{"column":"708","level":107.0,"offsetFlag":""},"end":{"column":"708","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,-5.083333],"end":[66.041667,17.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-070","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":70,"range":"A70:F70","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[29]},"sourceEndpoints":{"start":{"column":"708","level":108.0,"offsetFlag":""},"end":{"column":"708","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,-5.083333],"end":[66.041667,43.166667,-5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-071","tower":1,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":71,"range":"A71:F71","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[29]},"sourceEndpoints":{"start":{"column":"708","level":110.0,"offsetFlag":""},"end":{"column":"708","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,-5.083333],"end":[66.041667,55.5,-5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-072","tower":1,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":72,"range":"A72:F72","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31]},"sourceEndpoints":{"start":{"column":"801","level":107.0,"offsetFlag":""},"end":{"column":"801","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,5.083333],"end":[-66.041667,17.5,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-073","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":73,"range":"A73:F73","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31]},"sourceEndpoints":{"start":{"column":"801","level":108.0,"offsetFlag":""},"end":{"column":"801","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,5.083333],"end":[-66.041667,43.166667,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-074","tower":1,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":74,"range":"A74:F74","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31]},"sourceEndpoints":{"start":{"column":"801","level":110.0,"offsetFlag":""},"end":{"column":"801","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,5.083333],"end":[-66.041667,55.5,5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-075","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":75,"range":"A75:F75","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[32]},"sourceEndpoints":{"start":{"column":"802","level":107.0,"offsetFlag":""},"end":{"column":"802","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,0.0,5.083333],"end":[-46.166667,17.5,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-076","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":76,"range":"A76:F76","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[32]},"sourceEndpoints":{"start":{"column":"802","level":108.0,"offsetFlag":""},"end":{"column":"802","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,5.083333],"end":[-46.166667,43.166667,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-077","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":77,"range":"A77:F77","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[32]},"sourceEndpoints":{"start":{"column":"802","level":110.0,"offsetFlag":""},"end":{"column":"802","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,43.166667,5.083333],"end":[-46.166667,55.5,5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-078","tower":1,"section":"12WF79","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":78,"range":"A78:F78","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[33]},"sourceEndpoints":{"start":{"column":"803","level":107.0,"offsetFlag":""},"end":{"column":"803","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-14.0,0.0,5.541667],"end":[-14.0,17.5,5.541667],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-079","tower":1,"section":"12WF50","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":79,"range":"A79:F79","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"803","level":108.0,"offsetFlag":""},"end":{"column":"803","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!803 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-column-080","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":80,"range":"A80:F80","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34]},"sourceEndpoints":{"start":{"column":"804A","level":107.0,"offsetFlag":""},"end":{"column":"804A","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,0.0,9.0],"end":[-3.0,17.5,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-081","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":81,"range":"A81:F81","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34]},"sourceEndpoints":{"start":{"column":"804A","level":108.0,"offsetFlag":""},"end":{"column":"804A","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,9.0],"end":[-3.0,43.166667,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-082","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":82,"range":"A82:F82","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34]},"sourceEndpoints":{"start":{"column":"804A","level":110.0,"offsetFlag":""},"end":{"column":"804A","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,9.0],"end":[-3.0,61.833333,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-083","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":83,"range":"A83:F83","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[35]},"sourceEndpoints":{"start":{"column":"804","level":107.0,"offsetFlag":""},"end":{"column":"804","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[4.416667,0.0,5.541667],"end":[3.0,17.5,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-084","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":84,"range":"A84:F84","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[35]},"sourceEndpoints":{"start":{"column":"804","level":108.0,"offsetFlag":""},"end":{"column":"804","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,9.0],"end":[3.0,43.166667,9.0],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-085","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":85,"range":"A85:F85","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[35]},"sourceEndpoints":{"start":{"column":"804","level":110.0,"offsetFlag":""},"end":{"column":"804","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,9.0],"end":[3.0,61.833333,9.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-086","tower":1,"section":"14WF87","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":86,"range":"A86:F86","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[36]},"sourceEndpoints":{"start":{"column":"805","level":107.0,"offsetFlag":""},"end":{"column":"805","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[14.541667,0.0,5.541667],"end":[14.541667,17.5,5.541667],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-087","tower":1,"section":"14WF87","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":87,"range":"A87:F87","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"805","level":108.0,"offsetFlag":""},"end":{"column":"805","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!805 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc1-column-088","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":88,"range":"A88:F88","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37]},"sourceEndpoints":{"start":{"column":"806","level":107.0,"offsetFlag":""},"end":{"column":"806","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,0.0,5.083333],"end":[46.166667,17.5,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-089","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":89,"range":"A89:F89","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37]},"sourceEndpoints":{"start":{"column":"806","level":108.0,"offsetFlag":""},"end":{"column":"806","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,5.083333],"end":[46.166667,43.166667,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-090","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":90,"range":"A90:F90","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37]},"sourceEndpoints":{"start":{"column":"806","level":110.0,"offsetFlag":""},"end":{"column":"806","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,43.166667,5.083333],"end":[46.166667,55.5,5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-091","tower":1,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":91,"range":"A91:F91","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[38]},"sourceEndpoints":{"start":{"column":"807","level":107.0,"offsetFlag":""},"end":{"column":"807","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,5.083333],"end":[66.041667,17.5,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-092","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":92,"range":"A92:F92","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[38]},"sourceEndpoints":{"start":{"column":"807","level":108.0,"offsetFlag":""},"end":{"column":"807","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,5.083333],"end":[66.041667,43.166667,5.083333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-093","tower":1,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":93,"range":"A93:F93","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[38]},"sourceEndpoints":{"start":{"column":"807","level":110.0,"offsetFlag":""},"end":{"column":"807","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,5.083333],"end":[66.041667,55.5,5.083333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-094","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":94,"range":"A94:F94","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[40]},"sourceEndpoints":{"start":{"column":"901","level":107.0,"offsetFlag":""},"end":{"column":"901","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,25.583333],"end":[-66.041667,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-095","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":95,"range":"A95:F95","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[40]},"sourceEndpoints":{"start":{"column":"901","level":108.0,"offsetFlag":""},"end":{"column":"901","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,25.583333],"end":[-66.041667,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-096","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":96,"range":"A96:F96","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[40]},"sourceEndpoints":{"start":{"column":"901","level":110.0,"offsetFlag":""},"end":{"column":"901","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,25.583333],"end":[-66.041667,55.5,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-097","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":97,"range":"A97:F97","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41]},"sourceEndpoints":{"start":{"column":"902","level":107.0,"offsetFlag":""},"end":{"column":"902","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,0.0,25.583333],"end":[-46.166667,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-098","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":98,"range":"A98:F98","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41]},"sourceEndpoints":{"start":{"column":"902","level":108.0,"offsetFlag":""},"end":{"column":"902","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,17.5,25.583333],"end":[-46.166667,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-099","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":99,"range":"A99:F99","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41]},"sourceEndpoints":{"start":{"column":"902","level":110.0,"offsetFlag":""},"end":{"column":"902","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-46.166667,43.166667,25.583333],"end":[-46.166667,55.5,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-100","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":100,"range":"A100:F100","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[42]},"sourceEndpoints":{"start":{"column":"903","level":107.0,"offsetFlag":""},"end":{"column":"903","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,0.0,25.583333],"end":[-24.666667,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-101","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":101,"range":"A101:F101","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[42]},"sourceEndpoints":{"start":{"column":"903","level":108.0,"offsetFlag":""},"end":{"column":"903","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,17.5,25.583333],"end":[-24.666667,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-102","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":102,"range":"A102:F102","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[42]},"sourceEndpoints":{"start":{"column":"903","level":110.0,"offsetFlag":""},"end":{"column":"903","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.666667,43.166667,25.583333],"end":[-24.666667,58.625,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-103","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":103,"range":"A103:F103","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43]},"sourceEndpoints":{"start":{"column":"904","level":107.0,"offsetFlag":""},"end":{"column":"904","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,0.0,25.583333],"end":[-3.0,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-104","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":104,"range":"A104:F104","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43]},"sourceEndpoints":{"start":{"column":"904","level":108.0,"offsetFlag":""},"end":{"column":"904","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,25.583333],"end":[-3.0,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-105","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":105,"range":"A105:F105","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43]},"sourceEndpoints":{"start":{"column":"904","level":110.0,"offsetFlag":""},"end":{"column":"904","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,25.583333],"end":[-3.0,58.625,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-106","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":106,"range":"A106:F106","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44]},"sourceEndpoints":{"start":{"column":"905","level":107.0,"offsetFlag":""},"end":{"column":"905","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[4.25,0.0,25.583333],"end":[3.0,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-107","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":107,"range":"A107:F107","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44]},"sourceEndpoints":{"start":{"column":"905","level":108.0,"offsetFlag":""},"end":{"column":"905","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,25.583333],"end":[3.0,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-108","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":108,"range":"A108:F108","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44]},"sourceEndpoints":{"start":{"column":"905","level":110.0,"offsetFlag":""},"end":{"column":"905","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,25.583333],"end":[3.0,58.625,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-109","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":109,"range":"A109:F109","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[45]},"sourceEndpoints":{"start":{"column":"906","level":107.0,"offsetFlag":""},"end":{"column":"906","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.166667,0.0,25.583333],"end":[24.166667,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-110","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":110,"range":"A110:F110","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[45]},"sourceEndpoints":{"start":{"column":"906","level":108.0,"offsetFlag":""},"end":{"column":"906","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.166667,17.5,25.583333],"end":[24.166667,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-111","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":111,"range":"A111:F111","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[45]},"sourceEndpoints":{"start":{"column":"906","level":110.0,"offsetFlag":""},"end":{"column":"906","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.166667,43.166667,25.583333],"end":[24.166667,58.625,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-112","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":112,"range":"A112:F112","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[46]},"sourceEndpoints":{"start":{"column":"907","level":107.0,"offsetFlag":""},"end":{"column":"907","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,0.0,25.583333],"end":[46.166667,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-113","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":113,"range":"A113:F113","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[46]},"sourceEndpoints":{"start":{"column":"907","level":108.0,"offsetFlag":""},"end":{"column":"907","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,17.5,25.583333],"end":[46.166667,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-114","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":114,"range":"A114:F114","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[46]},"sourceEndpoints":{"start":{"column":"907","level":110.0,"offsetFlag":""},"end":{"column":"907","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[46.166667,43.166667,25.583333],"end":[46.166667,55.5,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-115","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":115,"range":"A115:F115","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[47]},"sourceEndpoints":{"start":{"column":"908","level":107.0,"offsetFlag":""},"end":{"column":"908","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,25.583333],"end":[66.041667,17.5,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-116","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":116,"range":"A116:F116","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[47]},"sourceEndpoints":{"start":{"column":"908","level":108.0,"offsetFlag":""},"end":{"column":"908","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,25.583333],"end":[66.041667,43.166667,25.583333],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-117","tower":1,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":117,"range":"A117:F117","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[47]},"sourceEndpoints":{"start":{"column":"908","level":110.0,"offsetFlag":""},"end":{"column":"908","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,25.583333],"end":[66.041667,55.5,25.583333],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-118","tower":1,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":118,"range":"A118:F118","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49]},"sourceEndpoints":{"start":{"column":"1001","level":107.0,"offsetFlag":""},"end":{"column":"1001","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,0.0,41.75],"end":[-66.041667,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-119","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":119,"range":"A119:F119","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49]},"sourceEndpoints":{"start":{"column":"1001","level":108.0,"offsetFlag":""},"end":{"column":"1001","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,17.5,41.75],"end":[-66.041667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-120","tower":1,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":120,"range":"A120:F120","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49]},"sourceEndpoints":{"start":{"column":"1001","level":110.0,"offsetFlag":""},"end":{"column":"1001","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-66.041667,43.166667,41.75],"end":[-66.041667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-121","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":121,"range":"A121:F121","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50]},"sourceEndpoints":{"start":{"column":"1002","level":107.0,"offsetFlag":""},"end":{"column":"1002","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,0.0,41.75],"end":[-45.666667,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-122","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":122,"range":"A122:F122","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50]},"sourceEndpoints":{"start":{"column":"1002","level":108.0,"offsetFlag":""},"end":{"column":"1002","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,17.5,41.75],"end":[-45.666667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-123","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":123,"range":"A123:F123","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50]},"sourceEndpoints":{"start":{"column":"1002","level":110.0,"offsetFlag":""},"end":{"column":"1002","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-45.666667,43.166667,41.75],"end":[-45.666667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-124","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":124,"range":"A124:F124","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[51]},"sourceEndpoints":{"start":{"column":"1003","level":107.0,"offsetFlag":""},"end":{"column":"1003","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.75,0.0,41.75],"end":[-24.75,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-125","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":125,"range":"A125:F125","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[51]},"sourceEndpoints":{"start":{"column":"1003","level":108.0,"offsetFlag":""},"end":{"column":"1003","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.75,17.5,41.75],"end":[-24.75,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-126","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":126,"range":"A126:F126","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[51]},"sourceEndpoints":{"start":{"column":"1003","level":110.0,"offsetFlag":""},"end":{"column":"1003","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-24.75,43.166667,41.75],"end":[-24.75,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-127","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":127,"range":"A127:F127","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52]},"sourceEndpoints":{"start":{"column":"1004","level":107.0,"offsetFlag":""},"end":{"column":"1004","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,0.0,41.75],"end":[-3.0,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-128","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":128,"range":"A128:F128","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52]},"sourceEndpoints":{"start":{"column":"1004","level":108.0,"offsetFlag":""},"end":{"column":"1004","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,17.5,41.75],"end":[-3.0,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-129","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":129,"range":"A129:F129","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52]},"sourceEndpoints":{"start":{"column":"1004","level":110.0,"offsetFlag":""},"end":{"column":"1004","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.0,43.166667,41.75],"end":[-3.0,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-130","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":130,"range":"A130:F130","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53]},"sourceEndpoints":{"start":{"column":"1005","level":107.0,"offsetFlag":""},"end":{"column":"1005","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[4.583333,0.0,41.75],"end":[3.0,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-131","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":131,"range":"A131:F131","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53]},"sourceEndpoints":{"start":{"column":"1005","level":108.0,"offsetFlag":""},"end":{"column":"1005","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,17.5,41.75],"end":[3.0,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-132","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":132,"range":"A132:F132","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53]},"sourceEndpoints":{"start":{"column":"1005","level":110.0,"offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[3.0,43.166667,41.75],"end":[3.0,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-133","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":133,"range":"A133:F133","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[54]},"sourceEndpoints":{"start":{"column":"1006","level":107.0,"offsetFlag":""},"end":{"column":"1006","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.666667,0.0,41.75],"end":[24.666667,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-134","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":134,"range":"A134:F134","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[54]},"sourceEndpoints":{"start":{"column":"1006","level":108.0,"offsetFlag":""},"end":{"column":"1006","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.666667,17.5,41.75],"end":[24.666667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-135","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":135,"range":"A135:F135","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[54]},"sourceEndpoints":{"start":{"column":"1006","level":110.0,"offsetFlag":""},"end":{"column":"1006","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[24.666667,43.166667,41.75],"end":[24.666667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-136","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":136,"range":"A136:F136","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55]},"sourceEndpoints":{"start":{"column":"1007","level":107.0,"offsetFlag":""},"end":{"column":"1007","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[45.666667,0.0,41.75],"end":[45.666667,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-137","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":137,"range":"A137:F137","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55]},"sourceEndpoints":{"start":{"column":"1007","level":108.0,"offsetFlag":""},"end":{"column":"1007","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[45.666667,17.5,41.75],"end":[45.666667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-138","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":138,"range":"A138:F138","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55]},"sourceEndpoints":{"start":{"column":"1007","level":110.0,"offsetFlag":""},"end":{"column":"1007","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[45.666667,43.166667,41.75],"end":[45.666667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc1-column-139","tower":1,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":139,"range":"A139:F139","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[56]},"sourceEndpoints":{"start":{"column":"1008","level":107.0,"offsetFlag":""},"end":{"column":"1008","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,0.0,41.75],"end":[66.041667,17.5,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-140","tower":1,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":140,"range":"A140:F140","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[56]},"sourceEndpoints":{"start":{"column":"1008","level":108.0,"offsetFlag":""},"end":{"column":"1008","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,17.5,41.75],"end":[66.041667,43.166667,41.75],"modelable":true,"render":true,"geometryEvidence":[]},{"id":"wtc1-column-141","tower":1,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location A","row":141,"range":"A141:F141","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[56]},"sourceEndpoints":{"start":{"column":"1008","level":110.0,"offsetFlag":""},"end":{"column":"1008","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[66.041667,43.166667,41.75],"end":[66.041667,55.5,41.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile"]},{"id":"wtc2-brace-003","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":3,"range":"A3:I3","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4,5]},"sourceEndpoints":{"start":{"column":"501","level":107.0,"offsetFlag":"A"},"end":{"column":"502","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,66.041667],"end":[-41.75,17.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-004","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":4,"range":"A4:I4","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6,7]},"sourceEndpoints":{"start":{"column":"503","level":107.0,"offsetFlag":""},"end":{"column":"504","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,24.666667],"end":[-41.75,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-005","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":5,"range":"A5:I5","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8,9]},"sourceEndpoints":{"start":{"column":"506","level":107.0,"offsetFlag":""},"end":{"column":"505","level":108.0,"offsetFlag":"B"}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,-24.75],"end":[-41.75,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-006","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":6,"range":"A6:I6","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10,11]},"sourceEndpoints":{"start":{"column":"508","level":107.0,"offsetFlag":"A"},"end":{"column":"507","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,-66.041667],"end":[-41.75,17.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-007","tower":2,"section":"18x26 BOX 4-1A","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":7,"range":"A7:I7","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"501","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-41.75,17.5,103.041667],"end":[-41.75,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-008","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":8,"range":"A8:I8","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4,5]},"sourceEndpoints":{"start":{"column":"502","level":108.0,"offsetFlag":""},"end":{"column":"501","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,45.666667],"end":[-41.75,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-009","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":9,"range":"A9:I9","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[5,6]},"sourceEndpoints":{"start":{"column":"502","level":108.0,"offsetFlag":""},"end":{"column":"503","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,45.666667],"end":[-41.75,43.166667,24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-010","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":10,"range":"A10:I10","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6,7]},"sourceEndpoints":{"start":{"column":"503","level":108.0,"offsetFlag":""},"end":{"column":"504","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,24.666667],"end":[-41.75,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-011","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":11,"range":"A11:I11","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"504","level":108.0,"offsetFlag":""},"end":{"column":"505","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,3.0],"end":[-41.75,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-012","tower":2,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":12,"range":"A12:I12","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"504","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"505","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,30.5417,3.0],"end":[-41.75,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-013","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":13,"range":"A13:I13","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"505","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"504","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,30.5417,-3.0],"end":[-41.75,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-014","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":14,"range":"A14:I14","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8,9]},"sourceEndpoints":{"start":{"column":"506","level":108.0,"offsetFlag":""},"end":{"column":"505","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,-24.75],"end":[-41.75,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-015","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":15,"range":"A15:I15","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[9,10]},"sourceEndpoints":{"start":{"column":"507","level":108.0,"offsetFlag":""},"end":{"column":"506","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,-45.666667],"end":[-41.75,43.166667,-24.75],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-016","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":16,"range":"A16:I16","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10,11]},"sourceEndpoints":{"start":{"column":"507","level":108.0,"offsetFlag":""},"end":{"column":"508","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,-45.666667],"end":[-41.75,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-017","tower":2,"section":"18x26 BOX 4-1A","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":17,"range":"A17:I17","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[11]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"508","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-41.75,17.5,-103.041667],"end":[-41.75,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-018","tower":2,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":18,"range":"A18:I18","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4,14]},"sourceEndpoints":{"start":{"column":"501","level":110.0,"offsetFlag":""},"end":{"column":"602","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,66.041667],"end":[-25.583333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-019","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":19,"range":"A19:I19","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4,5]},"sourceEndpoints":{"start":{"column":"501","level":110.0,"offsetFlag":""},"end":{"column":"502","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,66.041667],"end":[-41.75,55.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-020","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":20,"range":"A20:I20","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[5,6]},"sourceEndpoints":{"start":{"column":"503","level":110.0,"offsetFlag":""},"end":{"column":"502","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,24.666667],"end":[-41.75,55.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-021","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":21,"range":"A21:I21","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6,7]},"sourceEndpoints":{"start":{"column":"503","level":110.0,"offsetFlag":""},"end":{"column":"504","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,24.666667],"end":[-41.75,55.5,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-022","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":22,"range":"A22:I22","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"504","level":110.0,"offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,3.0],"end":[-41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-023","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":23,"range":"A23:I23","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"504","level":110.0,"offsetFlag":""},"end":{"column":"505","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,3.0],"end":[-41.75,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-024","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":24,"range":"A24:I24","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7,8]},"sourceEndpoints":{"start":{"column":"504","level":"ROOF","offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,55.5,3.0],"end":[-41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-025","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":25,"range":"A25:I25","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8,9]},"sourceEndpoints":{"start":{"column":"506","level":110.0,"offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,-24.75],"end":[-41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-026","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":26,"range":"A26:I26","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[9,10]},"sourceEndpoints":{"start":{"column":"506","level":110.0,"offsetFlag":""},"end":{"column":"507","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,-24.75],"end":[-41.75,55.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-027","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":27,"range":"A27:I27","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10,11]},"sourceEndpoints":{"start":{"column":"508","level":110.0,"offsetFlag":""},"end":{"column":"507","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,-66.041667],"end":[-41.75,55.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-028","tower":2,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":28,"range":"A28:I28","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[11,19]},"sourceEndpoints":{"start":{"column":"508","level":110.0,"offsetFlag":""},"end":{"column":"607","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,-66.041667],"end":[-25.583333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-029","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":29,"range":"A29:I29","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15,16]},"sourceEndpoints":{"start":{"column":"603","level":107.0,"offsetFlag":""},"end":{"column":"604","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,25.166667],"end":[-25.583333,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-030","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":30,"range":"A30:I30","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17,18]},"sourceEndpoints":{"start":{"column":"606","level":107.0,"offsetFlag":""},"end":{"column":"605","level":108.0,"offsetFlag":"B"}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,-25.166667],"end":[-25.583333,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-031","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":31,"range":"A31:I31","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[13,14]},"sourceEndpoints":{"start":{"column":"602","level":108.0,"offsetFlag":""},"end":{"column":"601","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,46.166667],"end":[-25.583333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-032","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":32,"range":"A32:I32","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[14,15]},"sourceEndpoints":{"start":{"column":"602","level":108.0,"offsetFlag":""},"end":{"column":"603","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,46.166667],"end":[-25.583333,43.166667,25.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-033","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":33,"range":"A33:I33","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15,16]},"sourceEndpoints":{"start":{"column":"603","level":108.0,"offsetFlag":""},"end":{"column":"604","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,25.166667],"end":[-25.583333,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-034","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":34,"range":"A34:I34","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"604","level":108.0,"offsetFlag":""},"end":{"column":"605","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,3.0],"end":[-25.583333,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-035","tower":2,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":35,"range":"A35:I35","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"604","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"605","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,30.5417,3.0],"end":[-25.583333,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-036","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":36,"range":"A36:I36","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"605","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"604","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,30.5417,-3.0],"end":[-25.583333,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-037","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":37,"range":"A37:I37","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17,18]},"sourceEndpoints":{"start":{"column":"606","level":108.0,"offsetFlag":""},"end":{"column":"605","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,-25.166667],"end":[-25.583333,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-038","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":38,"range":"A38:I38","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[18,19]},"sourceEndpoints":{"start":{"column":"607","level":108.0,"offsetFlag":""},"end":{"column":"606","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,-46.166667],"end":[-25.583333,43.166667,-25.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-039","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":39,"range":"A39:I39","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[19,20]},"sourceEndpoints":{"start":{"column":"607","level":108.0,"offsetFlag":""},"end":{"column":"608","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,-46.166667],"end":[-25.583333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-040","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":40,"range":"A40:I40","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[13,14]},"sourceEndpoints":{"start":{"column":"601","level":110.0,"offsetFlag":""},"end":{"column":"602","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,66.041667],"end":[-25.583333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-041","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":41,"range":"A41:I41","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[14,15]},"sourceEndpoints":{"start":{"column":"603","level":110.0,"offsetFlag":""},"end":{"column":"602","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,25.166667],"end":[-25.583333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-042","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":42,"range":"A42:I42","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15,16]},"sourceEndpoints":{"start":{"column":"603","level":110.0,"offsetFlag":""},"end":{"column":"604","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,25.166667],"end":[-25.583333,58.625,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-043","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":43,"range":"A43:I43","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"604","level":110.0,"offsetFlag":""},"end":{"column":"605","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,3.0],"end":[-25.583333,58.625,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-044","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":44,"range":"A44:I44","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"604","level":110.0,"offsetFlag":""},"end":{"column":"605","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,3.0],"end":[-25.583333,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-045","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":45,"range":"A45:I45","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16,17]},"sourceEndpoints":{"start":{"column":"604","level":"ROOF","offsetFlag":""},"end":{"column":"605","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,58.625,3.0],"end":[-25.583333,58.625,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-046","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":46,"range":"A46:I46","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17,18]},"sourceEndpoints":{"start":{"column":"606","level":110.0,"offsetFlag":""},"end":{"column":"605","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-25.166667],"end":[-25.583333,58.625,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-047","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":47,"range":"A47:I47","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[18,19]},"sourceEndpoints":{"start":{"column":"606","level":110.0,"offsetFlag":""},"end":{"column":"607","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-25.166667],"end":[-25.583333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-048","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":48,"range":"A48:I48","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[19,20]},"sourceEndpoints":{"start":{"column":"608","level":110.0,"offsetFlag":""},"end":{"column":"607","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-66.041667],"end":[-25.583333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-049","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":49,"range":"A49:I49","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22,23]},"sourceEndpoints":{"start":{"column":"701","level":107.0,"offsetFlag":""},"end":{"column":"702","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,0.0,66.041667],"end":[-5.083333,17.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-050","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":50,"range":"A50:I50","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28,29]},"sourceEndpoints":{"start":{"column":"708","level":107.0,"offsetFlag":""},"end":{"column":"707","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,0.0,-66.041667],"end":[-5.083333,17.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-051","tower":2,"section":"18x26 BOX 4-1B","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":51,"range":"A51:I51","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"701","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-5.083333,17.5,103.041667],"end":[-5.083333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-052","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":52,"range":"A52:I52","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22,23]},"sourceEndpoints":{"start":{"column":"702","level":108.0,"offsetFlag":""},"end":{"column":"701","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,17.5,46.166667],"end":[-5.083333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-053","tower":2,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":53,"range":"A53:I53","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"702","level":108.0,"offsetFlag":""},"end":{"column":"120.16666666666667","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!120.16666666666667 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-054","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":54,"range":"A54:I54","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"704","level":108.0,"offsetFlag":""},"end":{"column":"120.16666666666667","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!120.16666666666667 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-055","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":55,"range":"A55:I55","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":108.0,"offsetFlag":""},"end":{"column":"705","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,17.5,3.0],"end":[-9.0,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-056","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":56,"range":"A56:I56","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"705","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"704","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,30.5417,-3.0],"end":[-9.0,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-057","tower":2,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":57,"range":"A57:I57","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"705","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,30.5417,3.0],"end":[-9.0,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-058","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":58,"range":"A58:I58","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":108.0,"offsetFlag":""},"end":{"column":"705","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,17.5,3.0],"end":[-9.0,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-059","tower":2,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":59,"range":"A59:I59","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"707","level":108.0,"offsetFlag":""},"end":{"column":"95.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!95.08333333333333 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-060","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":60,"range":"A60:I60","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28,29]},"sourceEndpoints":{"start":{"column":"707","level":108.0,"offsetFlag":""},"end":{"column":"708","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,17.5,-46.166667],"end":[-5.083333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-061","tower":2,"section":"18x26 BOX 4-1B","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":61,"range":"A61:I61","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[29]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"708","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-5.083333,17.5,-103.041667],"end":[-5.083333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-062","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":62,"range":"A62:I62","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22,23]},"sourceEndpoints":{"start":{"column":"701","level":110.0,"offsetFlag":""},"end":{"column":"702","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,43.166667,66.041667],"end":[-5.083333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-063","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":63,"range":"A63:I63","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"702","level":110.0,"offsetFlag":""},"end":{"column":"130.75","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!130.75 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-064","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":64,"range":"A64:I64","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"120.16666666666667","level":110.0,"offsetFlag":""},"end":{"column":"130.75","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!120.16666666666667 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-065","tower":2,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":65,"range":"A65:I65","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"130.75","level":110.0,"offsetFlag":""},"end":{"column":"112.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!130.75 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-066","tower":2,"section":"14WF264","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":66,"range":"A66:I66","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"704","level":110.0,"offsetFlag":""},"end":{"column":"112.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!112.08333333333333 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-067","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":67,"range":"A67:I67","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":110.0,"offsetFlag":""},"end":{"column":"705","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,43.166667,3.0],"end":[-9.0,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-068","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":68,"range":"A68:I68","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":110.0,"offsetFlag":""},"end":{"column":"705","level":"7.604167 ABOVE 110","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,43.166667,3.0],"end":[-9.0,50.770834,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-069","tower":2,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":69,"range":"A69:I69","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"704","level":"7.604167 ABOVE 110","offsetFlag":""},"end":{"column":"705","level":"7.604167 ABOVE 110","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,50.770834,3.0],"end":[-9.0,50.770834,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-070","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":70,"range":"A70:I70","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25,26]},"sourceEndpoints":{"start":{"column":"705","level":"7.604167 ABOVE 110","offsetFlag":""},"end":{"column":"704","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,50.770834,-3.0],"end":[-9.0,61.833333,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-071","tower":2,"section":"14WF264","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":71,"range":"A71:I71","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"705","level":110.0,"offsetFlag":""},"end":{"column":"95.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!95.08333333333333 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-072","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":72,"range":"A72:I72","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"","level":110.0,"offsetFlag":""},"end":{"column":"707","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate! at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-073","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":73,"range":"A73:I73","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28,29]},"sourceEndpoints":{"start":{"column":"708","level":110.0,"offsetFlag":""},"end":{"column":"707","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,43.166667,-66.041667],"end":[-5.083333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-074","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":74,"range":"A74:I74","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31,32]},"sourceEndpoints":{"start":{"column":"801","level":107.0,"offsetFlag":""},"end":{"column":"802","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,0.0,66.041667],"end":[5.083333,17.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-075","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":75,"range":"A75:I75","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37,38]},"sourceEndpoints":{"start":{"column":"807","level":107.0,"offsetFlag":""},"end":{"column":"806","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,0.0,-66.041667],"end":[5.083333,17.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-076","tower":2,"section":"18x26 BOX 4-1B","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":76,"range":"A76:I76","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"801","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[5.083333,17.5,103.041667],"end":[5.083333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-077","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":77,"range":"A77:I77","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31,32]},"sourceEndpoints":{"start":{"column":"802","level":108.0,"offsetFlag":""},"end":{"column":"801","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,17.5,46.166667],"end":[5.083333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-078","tower":2,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":78,"range":"A78:I78","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"802","level":108.0,"offsetFlag":""},"end":{"column":"112.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!112.08333333333333 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-079","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":79,"range":"A79:I79","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":108.0,"offsetFlag":""},"end":{"column":"804","level":108.0,"offsetFlag":""}},"yieldStressKsi":45.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,17.5,3.0],"end":[9.0,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-080","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":80,"range":"A80:I80","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":108.0,"offsetFlag":""},"end":{"column":"804","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,17.5,3.0],"end":[9.0,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-081","tower":2,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":81,"range":"A81:I81","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"804","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,30.5417,3.0],"end":[9.0,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-082","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":82,"range":"A82:I82","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"804A","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,30.5417,-3.0],"end":[9.0,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-083","tower":2,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":83,"range":"A83:I83","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"806","level":108.0,"offsetFlag":""},"end":{"column":"95.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!95.08333333333333 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-084","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":84,"range":"A84:I84","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37,38]},"sourceEndpoints":{"start":{"column":"806","level":108.0,"offsetFlag":""},"end":{"column":"807","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,17.5,-46.166667],"end":[5.083333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-085","tower":2,"section":"18x26 BOX 4-1B","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":85,"range":"A85:I85","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[38]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"807","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[5.083333,17.5,-103.041667],"end":[5.083333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-086","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":86,"range":"A86:I86","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31,32]},"sourceEndpoints":{"start":{"column":"801","level":110.0,"offsetFlag":""},"end":{"column":"802","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,43.166667,66.041667],"end":[5.083333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-087","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":87,"range":"A87:I87","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"","level":"12.75 ABOVE 108","offsetFlag":""},"end":{"column":"802","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate! at floor 108; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-088","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":88,"range":"A88:I88","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"","level":110.0,"offsetFlag":""},"end":{"column":"130.75","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate! at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-089","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":89,"range":"A89:I89","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"","level":110.0,"offsetFlag":""},"end":{"column":"130.75","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate! at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-090","tower":2,"section":"14WF264","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":90,"range":"A90:I90","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"804A","level":110.0,"offsetFlag":""},"end":{"column":"112.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!112.08333333333333 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-091","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":91,"range":"A91:I91","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":110.0,"offsetFlag":""},"end":{"column":"804","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,43.166667,3.0],"end":[9.0,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-092","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":92,"range":"A92:I92","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":110.0,"offsetFlag":""},"end":{"column":"804","level":"7.604167 ABOVE 110","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,43.166667,3.0],"end":[9.0,50.770834,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-093","tower":2,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":93,"range":"A93:I93","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804A","level":"7.604167 ABOVE 110","offsetFlag":""},"end":{"column":"804","level":"7.604167 ABOVE 110","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,50.770834,3.0],"end":[9.0,50.770834,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-094","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":94,"range":"A94:I94","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34,35]},"sourceEndpoints":{"start":{"column":"804","level":"7.604167 ABOVE 110","offsetFlag":""},"end":{"column":"804A","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,50.770834,-3.0],"end":[9.0,61.833333,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-095","tower":2,"section":"14WF264","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":95,"range":"A95:I95","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"804","level":110.0,"offsetFlag":""},"end":{"column":"95.08333333333333","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["No coordinate!95.08333333333333 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-096","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":96,"range":"A96:I96","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"","level":110.0,"offsetFlag":""},"end":{"column":"806","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate! at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-brace-097","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":97,"range":"A97:I97","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37,38]},"sourceEndpoints":{"start":{"column":"807","level":110.0,"offsetFlag":""},"end":{"column":"806","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,43.166667,-66.041667],"end":[5.083333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-098","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":98,"range":"A98:I98","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41,42]},"sourceEndpoints":{"start":{"column":"903","level":107.0,"offsetFlag":""},"end":{"column":"902","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,24.666667],"end":[25.583333,17.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-099","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":99,"range":"A99:I99","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44,45]},"sourceEndpoints":{"start":{"column":"906","level":107.0,"offsetFlag":""},"end":{"column":"905","level":108.0,"offsetFlag":"B"}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,-24.166667],"end":[25.583333,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-100","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":100,"range":"A100:I100","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[40,41]},"sourceEndpoints":{"start":{"column":"902","level":108.0,"offsetFlag":""},"end":{"column":"901","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,46.166667],"end":[25.583333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-101","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":101,"range":"A101:I101","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41,42]},"sourceEndpoints":{"start":{"column":"902","level":108.0,"offsetFlag":""},"end":{"column":"903","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,46.166667],"end":[25.583333,43.166667,24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-102","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":102,"range":"A102:I102","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"904","level":108.0,"offsetFlag":""},"end":{"column":"905","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,3.0],"end":[25.583333,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-103","tower":2,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":103,"range":"A103:I103","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"904","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"905","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,30.5417,3.0],"end":[25.583333,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-104","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":104,"range":"A104:I104","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"905","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"904","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,30.5417,-3.0],"end":[25.583333,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-105","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":105,"range":"A105:I105","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44,45]},"sourceEndpoints":{"start":{"column":"906","level":108.0,"offsetFlag":""},"end":{"column":"905","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,-24.166667],"end":[25.583333,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-106","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":106,"range":"A106:I106","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[45,46]},"sourceEndpoints":{"start":{"column":"907","level":108.0,"offsetFlag":""},"end":{"column":"906","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,-46.166667],"end":[25.583333,43.166667,-24.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-107","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":107,"range":"A107:I107","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[46,47]},"sourceEndpoints":{"start":{"column":"907","level":108.0,"offsetFlag":""},"end":{"column":"908","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,-46.166667],"end":[25.583333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-108","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":108,"range":"A108:I108","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[40,41]},"sourceEndpoints":{"start":{"column":"901","level":110.0,"offsetFlag":""},"end":{"column":"902","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,66.041667],"end":[25.583333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-109","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":109,"range":"A109:I109","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41,42]},"sourceEndpoints":{"start":{"column":"903","level":110.0,"offsetFlag":""},"end":{"column":"902","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,24.666667],"end":[25.583333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-110","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":110,"range":"A110:I110","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[42,43]},"sourceEndpoints":{"start":{"column":"903","level":110.0,"offsetFlag":""},"end":{"column":"904","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,24.666667],"end":[25.583333,58.625,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-111","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":111,"range":"A111:I111","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"904","level":110.0,"offsetFlag":""},"end":{"column":"905","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,3.0],"end":[25.583333,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-112","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":112,"range":"A112:I112","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"904","level":110.0,"offsetFlag":""},"end":{"column":"905","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,3.0],"end":[25.583333,58.625,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-113","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":113,"range":"A113:I113","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43,44]},"sourceEndpoints":{"start":{"column":"904","level":"ROOF","offsetFlag":""},"end":{"column":"905","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,58.625,3.0],"end":[25.583333,58.625,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-114","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":114,"range":"A114:I114","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44,45]},"sourceEndpoints":{"start":{"column":"906","level":110.0,"offsetFlag":""},"end":{"column":"905","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-24.166667],"end":[25.583333,58.625,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-115","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":115,"range":"A115:I115","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[45,46]},"sourceEndpoints":{"start":{"column":"906","level":110.0,"offsetFlag":""},"end":{"column":"907","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-24.166667],"end":[25.583333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-116","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":116,"range":"A116:I116","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[46,47]},"sourceEndpoints":{"start":{"column":"908","level":110.0,"offsetFlag":""},"end":{"column":"907","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-66.041667],"end":[25.583333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-117","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":117,"range":"A117:I117","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49,50]},"sourceEndpoints":{"start":{"column":"1001","level":107.0,"offsetFlag":"A"},"end":{"column":"1002","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,66.041667],"end":[41.75,17.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-118","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":118,"range":"A118:I118","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50,51]},"sourceEndpoints":{"start":{"column":"1002","level":107.0,"offsetFlag":""},"end":{"column":"1003","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,45.666667],"end":[41.75,17.5,24.75],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-119","tower":2,"section":"10WF60","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":119,"range":"A119:I119","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53,54]},"sourceEndpoints":{"start":{"column":"1005","level":107.0,"offsetFlag":""},"end":{"column":"1006","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,-4.583333],"end":[41.75,17.5,-24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-120","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":120,"range":"A120:I120","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55,56]},"sourceEndpoints":{"start":{"column":"1008","level":107.0,"offsetFlag":"A"},"end":{"column":"1007","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,-66.041667],"end":[41.75,17.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-121","tower":2,"section":"18x26 BOX 4-1A","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":121,"range":"A121:I121","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1001","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[41.75,17.5,103.041667],"end":[41.75,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-122","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":122,"range":"A122:I122","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49,50]},"sourceEndpoints":{"start":{"column":"1002","level":108.0,"offsetFlag":""},"end":{"column":"1001","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,45.666667],"end":[41.75,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-123","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":123,"range":"A123:I123","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50,51]},"sourceEndpoints":{"start":{"column":"1002","level":108.0,"offsetFlag":""},"end":{"column":"1003","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,45.666667],"end":[41.75,43.166667,24.75],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-124","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":124,"range":"A124:I124","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[51,52]},"sourceEndpoints":{"start":{"column":"1003","level":108.0,"offsetFlag":""},"end":{"column":"1004","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,24.75],"end":[41.75,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-125","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":125,"range":"A125:I125","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1004","level":108.0,"offsetFlag":""},"end":{"column":"1005","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,3.0],"end":[41.75,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-126","tower":2,"section":"14WF84","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":126,"range":"A126:I126","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1004","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"1005","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,30.5417,3.0],"end":[41.75,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-127","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":127,"range":"A127:I127","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1005","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"1004","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,30.5417,-3.0],"end":[41.75,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-128","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":128,"range":"A128:I128","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53,54]},"sourceEndpoints":{"start":{"column":"1006","level":108.0,"offsetFlag":""},"end":{"column":"1005","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,-24.666667],"end":[41.75,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-129","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":129,"range":"A129:I129","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[54,55]},"sourceEndpoints":{"start":{"column":"1007","level":108.0,"offsetFlag":""},"end":{"column":"1006","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,-45.666667],"end":[41.75,43.166667,-24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-130","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":130,"range":"A130:I130","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55,56]},"sourceEndpoints":{"start":{"column":"1007","level":108.0,"offsetFlag":""},"end":{"column":"1008","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,-45.666667],"end":[41.75,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-131","tower":2,"section":"18x26 BOX 4-1A","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":131,"range":"A131:I131","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[56]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1008","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.1666666666666665,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,26],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[41.75,17.5,-103.041667],"end":[41.75,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-132","tower":2,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":132,"range":"A132:I132","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[41,49]},"sourceEndpoints":{"start":{"column":"1001","level":110.0,"offsetFlag":""},"end":{"column":"902","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,66.041667],"end":[25.583333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-133","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":133,"range":"A133:I133","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49,50]},"sourceEndpoints":{"start":{"column":"1001","level":110.0,"offsetFlag":""},"end":{"column":"1002","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,66.041667],"end":[41.75,55.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-134","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":134,"range":"A134:I134","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50,51]},"sourceEndpoints":{"start":{"column":"1003","level":110.0,"offsetFlag":""},"end":{"column":"1002","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,24.75],"end":[41.75,55.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-135","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":135,"range":"A135:I135","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[51,52]},"sourceEndpoints":{"start":{"column":"1003","level":110.0,"offsetFlag":""},"end":{"column":"1004","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,24.75],"end":[41.75,55.5,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-136","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":136,"range":"A136:I136","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1004","level":110.0,"offsetFlag":""},"end":{"column":"1005","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,3.0],"end":[41.75,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-137","tower":2,"section":"14WF84","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":137,"range":"A137:I137","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1004","level":110.0,"offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,3.0],"end":[41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-138","tower":2,"section":"14WF127","category":"core-tie","source":{"id":"roof-truss-xls","sheet":"brace location B","row":138,"range":"A138:I138","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52,53]},"sourceEndpoints":{"start":{"column":"1004","level":"ROOF","offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,55.5,3.0],"end":[41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-139","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":139,"range":"A139:I139","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53,54]},"sourceEndpoints":{"start":{"column":"1006","level":110.0,"offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,-24.666667],"end":[41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-140","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":140,"range":"A140:I140","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[54,55]},"sourceEndpoints":{"start":{"column":"1006","level":110.0,"offsetFlag":""},"end":{"column":"1007","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,-24.666667],"end":[41.75,55.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-141","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":141,"range":"A141:I141","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55,56]},"sourceEndpoints":{"start":{"column":"1008","level":110.0,"offsetFlag":""},"end":{"column":"1007","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,-66.041667],"end":[41.75,55.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-142","tower":2,"section":"14WF158","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":142,"range":"A142:I142","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[46,56]},"sourceEndpoints":{"start":{"column":"1008","level":110.0,"offsetFlag":""},"end":{"column":"907","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,-66.041667],"end":[25.583333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-144","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":144,"range":"A144:I144","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[40,49]},"sourceEndpoints":{"start":{"column":"1001","level":107.0,"offsetFlag":"B"},"end":{"column":"901","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,66.041667],"end":[25.583333,17.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-145","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":145,"range":"A145:I145","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[4,13]},"sourceEndpoints":{"start":{"column":"501","level":107.0,"offsetFlag":"B"},"end":{"column":"601","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,66.041667],"end":[-25.583333,17.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-146","tower":2,"section":"18x30 BOX 4-1C","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":146,"range":"A146:I146","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[49]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1001","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[103.041667,17.5,66.041667],"end":[41.75,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-147","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":147,"range":"A147:I147","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[40,49]},"sourceEndpoints":{"start":{"column":"901","level":108.0,"offsetFlag":""},"end":{"column":"1001","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,66.041667],"end":[41.75,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-148","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":148,"range":"A148:I148","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[31,40]},"sourceEndpoints":{"start":{"column":"901","level":108.0,"offsetFlag":""},"end":{"column":"801","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,66.041667],"end":[5.083333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-149","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":149,"range":"A149:I149","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[22,31]},"sourceEndpoints":{"start":{"column":"701","level":108.0,"offsetFlag":""},"end":{"column":"801","level":"13.125 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,17.5,66.041667],"end":[5.083333,30.625,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-150","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":150,"range":"A150:I150","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[22,31]},"sourceEndpoints":{"start":{"column":"801","level":"13.125 ABOVE 108","offsetFlag":""},"end":{"column":"701","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,30.625,66.041667],"end":[-5.083333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-151","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":151,"range":"A151:I151","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[13,22]},"sourceEndpoints":{"start":{"column":"601","level":108.0,"offsetFlag":""},"end":{"column":"701","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,66.041667],"end":[-5.083333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-152","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":152,"range":"A152:I152","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[4,13]},"sourceEndpoints":{"start":{"column":"601","level":108.0,"offsetFlag":""},"end":{"column":"501","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,66.041667],"end":[-41.75,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-153","tower":2,"section":"18x30 BOX 4-1C","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":153,"range":"A153:I153","drawing":"SA403","frame":"LINE 1001-501","coordinateRows":[4]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"501","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-103.041667,17.5,66.041667],"end":[-41.75,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-154","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":154,"range":"A154:I154","drawing":"SA403","frame":"LINE 1002-502","coordinateRows":[23,32]},"sourceEndpoints":{"start":{"column":"802","level":107.0,"offsetFlag":"A"},"end":{"column":"702","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,0.0,46.166667],"end":[-5.083333,17.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-155","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":155,"range":"A155:I155","drawing":"SA403","frame":"LINE 1002-502","coordinateRows":[23,32]},"sourceEndpoints":{"start":{"column":"702","level":107.0,"offsetFlag":""},"end":{"column":"802","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,0.0,46.166667],"end":[5.083333,17.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-156","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":156,"range":"A156:I156","drawing":"SA403","frame":"LINE 1002-502","coordinateRows":[41,50]},"sourceEndpoints":{"start":{"column":"902","level":110.0,"offsetFlag":""},"end":{"column":"1002","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,46.166667],"end":[41.75,55.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-157","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":157,"range":"A157:I157","drawing":"SA403","frame":"LINE 1002-502","coordinateRows":[5,14]},"sourceEndpoints":{"start":{"column":"602","level":110.0,"offsetFlag":""},"end":{"column":"502","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,46.166667],"end":[-41.75,55.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-158","tower":2,"section":"12x51/2 BOX 4-1J","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":158,"range":"A158:I158","drawing":"SA403","frame":"LINE 1003-503","coordinateRows":[42,51]},"sourceEndpoints":{"start":{"column":"903","level":107.0,"offsetFlag":"B"},"end":{"column":"1003","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["The schedule's 12x51/2 notation is 12\u00d75\u00bd in, corroborated by SA403 LINE 1003\u2013503, brace mark 4-1J.","Box dimensions describe the outside envelope; wall thickness is not assigned.","Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":1.0,"width":0.4583333333333333},"sourceSectionOutsideDimensionsIn":[12,5.5],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[25.583333,0.0,24.666667],"end":[41.75,17.5,24.75],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-159","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":159,"range":"A159:I159","drawing":"SA403","frame":"LINE 1003-503","coordinateRows":[6,15]},"sourceEndpoints":{"start":{"column":"603","level":107.0,"offsetFlag":""},"end":{"column":"503","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,25.166667],"end":[-41.75,17.5,24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-160","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":160,"range":"A160:I160","drawing":"SA403","frame":"LINE 1003-503","coordinateRows":[42,51]},"sourceEndpoints":{"start":{"column":"903","level":110.0,"offsetFlag":""},"end":{"column":"1003","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,24.666667],"end":[41.75,55.5,24.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-161","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":161,"range":"A161:I161","drawing":"SA403","frame":"LINE 1003-503","coordinateRows":[6,15]},"sourceEndpoints":{"start":{"column":"603","level":110.0,"offsetFlag":""},"end":{"column":"503","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,25.166667],"end":[-41.75,55.5,24.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-162","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":162,"range":"A162:I162","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[43,52]},"sourceEndpoints":{"start":{"column":"1004","level":107.0,"offsetFlag":"B"},"end":{"column":"904","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,3.0],"end":[25.583333,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-163","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":163,"range":"A163:I163","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[25,34]},"sourceEndpoints":{"start":{"column":"704","level":107.0,"offsetFlag":""},"end":{"column":"804A","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,0.0,3.0],"end":[9.0,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-164","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":164,"range":"A164:I164","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[7,16]},"sourceEndpoints":{"start":{"column":"504","level":107.0,"offsetFlag":"B"},"end":{"column":"604","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,3.0],"end":[-25.583333,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-165","tower":2,"section":"18x30 BOX 4-1D","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":165,"range":"A165:I165","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[52]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1004","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled.","Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[103.041667,17.5,3.0],"end":[41.75,55.5,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-166","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":166,"range":"A166:I166","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[43,52]},"sourceEndpoints":{"start":{"column":"1004","level":108.0,"offsetFlag":""},"end":{"column":"904","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,3.0],"end":[25.583333,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-167","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":167,"range":"A167:I167","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[34,43]},"sourceEndpoints":{"start":{"column":"904","level":108.0,"offsetFlag":""},"end":{"column":"804A","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,3.0],"end":[9.0,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-168","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":168,"range":"A168:I168","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[25,34]},"sourceEndpoints":{"start":{"column":"804A","level":108.0,"offsetFlag":""},"end":{"column":"704","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,17.5,3.0],"end":[-9.0,30.5417,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-169","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":169,"range":"A169:I169","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[25,34]},"sourceEndpoints":{"start":{"column":"704","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"804A","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,30.5417,3.0],"end":[9.0,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-170","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":170,"range":"A170:I170","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[16,25]},"sourceEndpoints":{"start":{"column":"604","level":108.0,"offsetFlag":""},"end":{"column":"704","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,3.0],"end":[-9.0,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-171","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":171,"range":"A171:I171","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[7,16]},"sourceEndpoints":{"start":{"column":"504","level":108.0,"offsetFlag":""},"end":{"column":"604","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,3.0],"end":[-25.583333,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-172","tower":2,"section":"18x30 BOX 4-1D","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":172,"range":"A172:I172","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[7]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"504","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled.","Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-103.041667,17.5,3.0],"end":[-41.75,55.5,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-173","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":173,"range":"A173:I173","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[43,52]},"sourceEndpoints":{"start":{"column":"904","level":110.0,"offsetFlag":""},"end":{"column":"1004","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,3.0],"end":[41.75,55.5,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-174","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":174,"range":"A174:I174","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[34,43]},"sourceEndpoints":{"start":{"column":"904","level":110.0,"offsetFlag":""},"end":{"column":"804A","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,3.0],"end":[9.0,61.833333,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-175","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":175,"range":"A175:I175","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[25,34]},"sourceEndpoints":{"start":{"column":"804A","level":110.0,"offsetFlag":""},"end":{"column":"704","level":"7 ABOVE 110","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,43.166667,3.0],"end":[-9.0,50.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-176","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":176,"range":"A176:I176","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[25,34]},"sourceEndpoints":{"start":{"column":"704","level":"8.2083 ABOVE 110","offsetFlag":""},"end":{"column":"804A","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,51.374967,3.0],"end":[9.0,61.833333,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-177","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":177,"range":"A177:I177","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[16,25]},"sourceEndpoints":{"start":{"column":"604","level":110.0,"offsetFlag":""},"end":{"column":"704","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,3.0],"end":[-9.0,61.833333,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-178","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":178,"range":"A178:I178","drawing":"SA403","frame":"LINE 1004-504","coordinateRows":[7,16]},"sourceEndpoints":{"start":{"column":"604","level":110.0,"offsetFlag":""},"end":{"column":"504","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,3.0],"end":[-41.75,55.5,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-179","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":179,"range":"A179:I179","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[44,53]},"sourceEndpoints":{"start":{"column":"1005","level":107.0,"offsetFlag":"B"},"end":{"column":"905","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,-4.583333],"end":[25.583333,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-180","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":180,"range":"A180:I180","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[8,17]},"sourceEndpoints":{"start":{"column":"505","level":107.0,"offsetFlag":"B"},"end":{"column":"605","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,-4.416667],"end":[-25.583333,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-181","tower":2,"section":"18x30 BOX 4-1D","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":181,"range":"A181:I181","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[53]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled.","Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[103.041667,17.5,-3.0],"end":[41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-182","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":182,"range":"A182:I182","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[44,53]},"sourceEndpoints":{"start":{"column":"1005","level":108.0,"offsetFlag":""},"end":{"column":"905","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,-3.0],"end":[25.583333,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-183","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":183,"range":"A183:I183","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[35,44]},"sourceEndpoints":{"start":{"column":"905","level":108.0,"offsetFlag":""},"end":{"column":"804","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,-3.0],"end":[9.0,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-184","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":184,"range":"A184:I184","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[26,35]},"sourceEndpoints":{"start":{"column":"705","level":108.0,"offsetFlag":""},"end":{"column":"804","level":"13.0417 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,17.5,-3.0],"end":[9.0,30.5417,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-185","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":185,"range":"A185:I185","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[26,35]},"sourceEndpoints":{"start":{"column":"804","level":"13.0417 ABOVE 108","offsetFlag":""},"end":{"column":"705","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,30.5417,-3.0],"end":[-9.0,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-186","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":186,"range":"A186:I186","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[17,26]},"sourceEndpoints":{"start":{"column":"605","level":108.0,"offsetFlag":""},"end":{"column":"705","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,-3.0],"end":[-9.0,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-187","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":187,"range":"A187:I187","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[8,17]},"sourceEndpoints":{"start":{"column":"505","level":108.0,"offsetFlag":""},"end":{"column":"605","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,-3.0],"end":[-25.583333,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-188","tower":2,"section":"18x30 BOX 4-1D","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":188,"range":"A188:I188","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[8]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled.","Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-103.041667,17.5,-3.0],"end":[-41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-189","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":189,"range":"A189:I189","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[44,53]},"sourceEndpoints":{"start":{"column":"905","level":110.0,"offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-3.0],"end":[41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-190","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":190,"range":"A190:I190","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[35,44]},"sourceEndpoints":{"start":{"column":"905","level":110.0,"offsetFlag":""},"end":{"column":"804","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-3.0],"end":[9.0,61.833333,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-191","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":191,"range":"A191:I191","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[26,35]},"sourceEndpoints":{"start":{"column":"705","level":110.0,"offsetFlag":""},"end":{"column":"804","level":"ROOF","offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,43.166667,-3.0],"end":[9.0,61.833333,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-192","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":192,"range":"A192:I192","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[17,26]},"sourceEndpoints":{"start":{"column":"605","level":110.0,"offsetFlag":""},"end":{"column":"705","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-3.0],"end":[-9.0,61.833333,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-193","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":193,"range":"A193:I193","drawing":"SA404","frame":"LINE 1005-505","coordinateRows":[8,17]},"sourceEndpoints":{"start":{"column":"605","level":110.0,"offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-3.0],"end":[-41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-194","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":194,"range":"A194:I194","drawing":"SA404","frame":"LINE 1006-506","coordinateRows":[45,54]},"sourceEndpoints":{"start":{"column":"906","level":107.0,"offsetFlag":""},"end":{"column":"1006","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,-24.166667],"end":[41.75,17.5,-24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-195","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":195,"range":"A195:I195","drawing":"SA404","frame":"LINE 1006-506","coordinateRows":[9,18]},"sourceEndpoints":{"start":{"column":"606","level":107.0,"offsetFlag":""},"end":{"column":"506","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,-25.166667],"end":[-41.75,17.5,-24.75],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-196","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":196,"range":"A196:I196","drawing":"SA404","frame":"LINE 1006-506","coordinateRows":[45,54]},"sourceEndpoints":{"start":{"column":"906","level":110.0,"offsetFlag":""},"end":{"column":"1006","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-24.166667],"end":[41.75,55.5,-24.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-197","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":197,"range":"A197:I197","drawing":"SA404","frame":"LINE 1006-506","coordinateRows":[9,18]},"sourceEndpoints":{"start":{"column":"606","level":110.0,"offsetFlag":""},"end":{"column":"506","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-25.166667],"end":[-41.75,55.5,-24.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-198","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":198,"range":"A198:I198","drawing":"SA404","frame":"LINE 1007-507","coordinateRows":[46,55]},"sourceEndpoints":{"start":{"column":"907","level":107.0,"offsetFlag":""},"end":{"column":"1007","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,-46.166667],"end":[41.75,17.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-199","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":199,"range":"A199:I199","drawing":"SA404","frame":"LINE 1007-507","coordinateRows":[46,55]},"sourceEndpoints":{"start":{"column":"907","level":110.0,"offsetFlag":""},"end":{"column":"1007","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-46.166667],"end":[41.75,55.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-200","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":200,"range":"A200:I200","drawing":"SA404","frame":"LINE 1007-507","coordinateRows":[10,19]},"sourceEndpoints":{"start":{"column":"607","level":110.0,"offsetFlag":""},"end":{"column":"507","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-46.166667],"end":[-41.75,55.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-201","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":201,"range":"A201:I201","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[47,56]},"sourceEndpoints":{"start":{"column":"1008","level":107.0,"offsetFlag":"B"},"end":{"column":"908","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,-66.041667],"end":[25.583333,17.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-202","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":202,"range":"A202:I202","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[11,20]},"sourceEndpoints":{"start":{"column":"508","level":107.0,"offsetFlag":"B"},"end":{"column":"608","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":["Source above/below endpoint flags retained; their unquantified offsets are not applied."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,-66.041667],"end":[-25.583333,17.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-203","tower":2,"section":"18x30 BOX 4-1C","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":203,"range":"A203:I203","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[56]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"1008","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[103.041667,17.5,-66.041667],"end":[41.75,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-204","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":204,"range":"A204:I204","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[47,56]},"sourceEndpoints":{"start":{"column":"908","level":108.0,"offsetFlag":""},"end":{"column":"1008","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,-66.041667],"end":[41.75,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-205","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":205,"range":"A205:I205","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[38,47]},"sourceEndpoints":{"start":{"column":"908","level":108.0,"offsetFlag":""},"end":{"column":"807","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,-66.041667],"end":[5.083333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-206","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":206,"range":"A206:I206","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[29,38]},"sourceEndpoints":{"start":{"column":"708","level":108.0,"offsetFlag":""},"end":{"column":"807","level":"13.125 ABOVE 108","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,17.5,-66.041667],"end":[5.083333,30.625,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-207","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":207,"range":"A207:I207","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[29,38]},"sourceEndpoints":{"start":{"column":"807","level":"13.125 ABOVE 108","offsetFlag":""},"end":{"column":"708","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,30.625,-66.041667],"end":[-5.083333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-208","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":208,"range":"A208:I208","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[20,29]},"sourceEndpoints":{"start":{"column":"608","level":108.0,"offsetFlag":""},"end":{"column":"708","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,-66.041667],"end":[-5.083333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-209","tower":2,"section":"12WF92","category":"core-brace","source":{"id":"roof-truss-xls","sheet":"brace location B","row":209,"range":"A209:I209","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[11,20]},"sourceEndpoints":{"start":{"column":"608","level":108.0,"offsetFlag":""},"end":{"column":"508","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,-66.041667],"end":[-41.75,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-brace-210","tower":2,"section":"18x30 BOX 4-1C","category":"outrigger","source":{"id":"roof-truss-xls","sheet":"brace location B","row":210,"range":"A210:I210","drawing":"SA404","frame":"LINE 1008-508","coordinateRows":[11]},"sourceEndpoints":{"start":{"column":"PERIMETER","level":108.0,"offsetFlag":""},"end":{"column":"508","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Box dimensions describe the outside envelope; wall thickness is not assigned.","Perimeter attachment uses the truss-frame grid and 6\u00bd in inset; plate and bolt workpoints are not modeled."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","sectionDimensionsFt":{"depth":2.5,"width":1.5},"sourceSectionOutsideDimensionsIn":[18,30],"sectionOrientation":"Roll orientation is illustrative; schedule supplies two outside dimensions only.","start":[-103.041667,17.5,-66.041667],"end":[-41.75,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401\u2013SA404: perimeter-grid workpoint inset 6\u00bd in","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-002","tower":2,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":2,"range":"A2:F2","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4]},"sourceEndpoints":{"start":{"column":"501","level":107.0,"offsetFlag":""},"end":{"column":"501","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,66.041667],"end":[-41.75,17.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-003","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":3,"range":"A3:F3","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4]},"sourceEndpoints":{"start":{"column":"501","level":108.0,"offsetFlag":""},"end":{"column":"501","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,66.041667],"end":[-41.75,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-004","tower":2,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":4,"range":"A4:F4","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[4]},"sourceEndpoints":{"start":{"column":"501","level":110.0,"offsetFlag":""},"end":{"column":"501","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,66.041667],"end":[-41.75,55.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-005","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":5,"range":"A5:F5","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[5]},"sourceEndpoints":{"start":{"column":"502","level":107.0,"offsetFlag":""},"end":{"column":"502","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,45.666667],"end":[-41.75,17.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-006","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":6,"range":"A6:F6","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[5]},"sourceEndpoints":{"start":{"column":"502","level":108.0,"offsetFlag":""},"end":{"column":"502","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,45.666667],"end":[-41.75,43.166667,45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-007","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":7,"range":"A7:F7","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[5]},"sourceEndpoints":{"start":{"column":"502","level":110.0,"offsetFlag":""},"end":{"column":"502","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,45.666667],"end":[-41.75,55.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-008","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":8,"range":"A8:F8","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6]},"sourceEndpoints":{"start":{"column":"503","level":107.0,"offsetFlag":""},"end":{"column":"503","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,24.666667],"end":[-41.75,17.5,24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-009","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":9,"range":"A9:F9","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6]},"sourceEndpoints":{"start":{"column":"503","level":108.0,"offsetFlag":""},"end":{"column":"503","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,24.666667],"end":[-41.75,43.166667,24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-010","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":10,"range":"A10:F10","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[6]},"sourceEndpoints":{"start":{"column":"503","level":110.0,"offsetFlag":""},"end":{"column":"503","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,24.666667],"end":[-41.75,55.5,24.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-011","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":11,"range":"A11:F11","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7]},"sourceEndpoints":{"start":{"column":"504","level":107.0,"offsetFlag":""},"end":{"column":"504","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,3.0],"end":[-41.75,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-012","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":12,"range":"A12:F12","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7]},"sourceEndpoints":{"start":{"column":"504","level":108.0,"offsetFlag":""},"end":{"column":"504","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,3.0],"end":[-41.75,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-013","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":13,"range":"A13:F13","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[7]},"sourceEndpoints":{"start":{"column":"504","level":110.0,"offsetFlag":""},"end":{"column":"504","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,3.0],"end":[-41.75,55.5,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-014","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":14,"range":"A14:F14","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8]},"sourceEndpoints":{"start":{"column":"505","level":107.0,"offsetFlag":""},"end":{"column":"505","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,-4.416667],"end":[-41.75,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-015","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":15,"range":"A15:F15","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8]},"sourceEndpoints":{"start":{"column":"505","level":108.0,"offsetFlag":""},"end":{"column":"505","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,-3.0],"end":[-41.75,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-016","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":16,"range":"A16:F16","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[8]},"sourceEndpoints":{"start":{"column":"505","level":110.0,"offsetFlag":""},"end":{"column":"505","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,-3.0],"end":[-41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-017","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":17,"range":"A17:F17","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[9]},"sourceEndpoints":{"start":{"column":"506","level":107.0,"offsetFlag":""},"end":{"column":"506","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,-24.75],"end":[-41.75,17.5,-24.75],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-018","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":18,"range":"A18:F18","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[9]},"sourceEndpoints":{"start":{"column":"506","level":108.0,"offsetFlag":""},"end":{"column":"506","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,-24.75],"end":[-41.75,43.166667,-24.75],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-019","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":19,"range":"A19:F19","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[9]},"sourceEndpoints":{"start":{"column":"506","level":110.0,"offsetFlag":""},"end":{"column":"506","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,-24.75],"end":[-41.75,55.5,-24.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-020","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":20,"range":"A20:F20","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10]},"sourceEndpoints":{"start":{"column":"507","level":107.0,"offsetFlag":""},"end":{"column":"507","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,-45.666667],"end":[-41.75,17.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-021","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":21,"range":"A21:F21","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10]},"sourceEndpoints":{"start":{"column":"507","level":108.0,"offsetFlag":""},"end":{"column":"507","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,-45.666667],"end":[-41.75,43.166667,-45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-022","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":22,"range":"A22:F22","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[10]},"sourceEndpoints":{"start":{"column":"507","level":110.0,"offsetFlag":""},"end":{"column":"507","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,-45.666667],"end":[-41.75,55.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-023","tower":2,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":23,"range":"A23:F23","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[11]},"sourceEndpoints":{"start":{"column":"508","level":107.0,"offsetFlag":""},"end":{"column":"508","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,0.0,-66.041667],"end":[-41.75,17.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-024","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":24,"range":"A24:F24","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[11]},"sourceEndpoints":{"start":{"column":"508","level":108.0,"offsetFlag":""},"end":{"column":"508","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,17.5,-66.041667],"end":[-41.75,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-025","tower":2,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":25,"range":"A25:F25","drawing":"SA401","frame":"LINE 501-508","coordinateRows":[11]},"sourceEndpoints":{"start":{"column":"508","level":110.0,"offsetFlag":""},"end":{"column":"508","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-41.75,43.166667,-66.041667],"end":[-41.75,55.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-026","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":26,"range":"A26:F26","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[13]},"sourceEndpoints":{"start":{"column":"601","level":107.0,"offsetFlag":""},"end":{"column":"601","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,66.041667],"end":[-25.583333,17.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-027","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":27,"range":"A27:F27","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[13]},"sourceEndpoints":{"start":{"column":"601","level":108.0,"offsetFlag":""},"end":{"column":"601","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,66.041667],"end":[-25.583333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-028","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":28,"range":"A28:F28","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[13]},"sourceEndpoints":{"start":{"column":"601","level":110.0,"offsetFlag":""},"end":{"column":"601","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,66.041667],"end":[-25.583333,55.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-029","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":29,"range":"A29:F29","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[14]},"sourceEndpoints":{"start":{"column":"602","level":107.0,"offsetFlag":""},"end":{"column":"602","level":108.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,46.166667],"end":[-25.583333,17.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-030","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":30,"range":"A30:F30","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[14]},"sourceEndpoints":{"start":{"column":"602","level":108.0,"offsetFlag":""},"end":{"column":"602","level":110.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,46.166667],"end":[-25.583333,43.166667,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-031","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":31,"range":"A31:F31","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[14]},"sourceEndpoints":{"start":{"column":"602","level":110.0,"offsetFlag":""},"end":{"column":"602","level":"ROOF","offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,46.166667],"end":[-25.583333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-032","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":32,"range":"A32:F32","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15]},"sourceEndpoints":{"start":{"column":"603","level":107.0,"offsetFlag":""},"end":{"column":"603","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,25.166667],"end":[-25.583333,17.5,25.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-033","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":33,"range":"A33:F33","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15]},"sourceEndpoints":{"start":{"column":"603","level":108.0,"offsetFlag":""},"end":{"column":"603","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,25.166667],"end":[-25.583333,43.166667,25.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-034","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":34,"range":"A34:F34","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[15]},"sourceEndpoints":{"start":{"column":"603","level":110.0,"offsetFlag":""},"end":{"column":"603","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,25.166667],"end":[-25.583333,58.625,25.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-035","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":35,"range":"A35:F35","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16]},"sourceEndpoints":{"start":{"column":"604","level":107.0,"offsetFlag":""},"end":{"column":"604","level":108.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,3.0],"end":[-25.583333,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-036","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":36,"range":"A36:F36","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16]},"sourceEndpoints":{"start":{"column":"604","level":108.0,"offsetFlag":""},"end":{"column":"604","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,3.0],"end":[-25.583333,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-037","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":37,"range":"A37:F37","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[16]},"sourceEndpoints":{"start":{"column":"604","level":110.0,"offsetFlag":""},"end":{"column":"604","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,3.0],"end":[-25.583333,58.625,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-038","tower":2,"section":"12WF120","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":38,"range":"A38:F38","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17]},"sourceEndpoints":{"start":{"column":"605","level":107.0,"offsetFlag":""},"end":{"column":"605","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,-4.25],"end":[-25.583333,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-039","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":39,"range":"A39:F39","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17]},"sourceEndpoints":{"start":{"column":"605","level":108.0,"offsetFlag":""},"end":{"column":"605","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,-3.0],"end":[-25.583333,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-040","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":40,"range":"A40:F40","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[17]},"sourceEndpoints":{"start":{"column":"605","level":110.0,"offsetFlag":""},"end":{"column":"605","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-3.0],"end":[-25.583333,58.625,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-041","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":41,"range":"A41:F41","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[18]},"sourceEndpoints":{"start":{"column":"606","level":107.0,"offsetFlag":""},"end":{"column":"606","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,-25.166667],"end":[-25.583333,17.5,-25.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-042","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":42,"range":"A42:F42","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[18]},"sourceEndpoints":{"start":{"column":"606","level":108.0,"offsetFlag":""},"end":{"column":"606","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,-25.166667],"end":[-25.583333,43.166667,-25.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-043","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":43,"range":"A43:F43","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[18]},"sourceEndpoints":{"start":{"column":"606","level":110.0,"offsetFlag":""},"end":{"column":"606","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-25.166667],"end":[-25.583333,58.625,-25.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-044","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":44,"range":"A44:F44","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[19]},"sourceEndpoints":{"start":{"column":"607","level":107.0,"offsetFlag":""},"end":{"column":"607","level":108.0,"offsetFlag":""}},"yieldStressKsi":45.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,-46.166667],"end":[-25.583333,17.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-045","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":45,"range":"A45:F45","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[19]},"sourceEndpoints":{"start":{"column":"607","level":108.0,"offsetFlag":""},"end":{"column":"607","level":110.0,"offsetFlag":""}},"yieldStressKsi":45.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,-46.166667],"end":[-25.583333,43.166667,-46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-046","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":46,"range":"A46:F46","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[19]},"sourceEndpoints":{"start":{"column":"607","level":110.0,"offsetFlag":""},"end":{"column":"607","level":"ROOF","offsetFlag":""}},"yieldStressKsi":45.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-46.166667],"end":[-25.583333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-047","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":47,"range":"A47:F47","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[20]},"sourceEndpoints":{"start":{"column":"608","level":107.0,"offsetFlag":""},"end":{"column":"608","level":108.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,0.0,-66.041667],"end":[-25.583333,17.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-048","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":48,"range":"A48:F48","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[20]},"sourceEndpoints":{"start":{"column":"608","level":108.0,"offsetFlag":""},"end":{"column":"608","level":110.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,17.5,-66.041667],"end":[-25.583333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-049","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":49,"range":"A49:F49","drawing":"SA401","frame":"LINE 601-608","coordinateRows":[20]},"sourceEndpoints":{"start":{"column":"608","level":110.0,"offsetFlag":""},"end":{"column":"608","level":"ROOF","offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-25.583333,43.166667,-66.041667],"end":[-25.583333,55.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-050","tower":2,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":50,"range":"A50:F50","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22]},"sourceEndpoints":{"start":{"column":"701","level":107.0,"offsetFlag":""},"end":{"column":"701","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,0.0,66.041667],"end":[-5.083333,17.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-051","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":51,"range":"A51:F51","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22]},"sourceEndpoints":{"start":{"column":"701","level":108.0,"offsetFlag":""},"end":{"column":"701","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,17.5,66.041667],"end":[-5.083333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-052","tower":2,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":52,"range":"A52:F52","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[22]},"sourceEndpoints":{"start":{"column":"701","level":110.0,"offsetFlag":""},"end":{"column":"701","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,43.166667,66.041667],"end":[-5.083333,55.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-053","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":53,"range":"A53:F53","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[23]},"sourceEndpoints":{"start":{"column":"702","level":107.0,"offsetFlag":""},"end":{"column":"702","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,0.0,46.166667],"end":[-5.083333,17.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-054","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":54,"range":"A54:F54","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[23]},"sourceEndpoints":{"start":{"column":"702","level":108.0,"offsetFlag":""},"end":{"column":"702","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,17.5,46.166667],"end":[-5.083333,43.166667,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-055","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":55,"range":"A55:F55","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[23]},"sourceEndpoints":{"start":{"column":"702","level":110.0,"offsetFlag":""},"end":{"column":"702","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,43.166667,46.166667],"end":[-5.083333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-056","tower":2,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":56,"range":"A56:F56","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[24]},"sourceEndpoints":{"start":{"column":"703","level":107.0,"offsetFlag":""},"end":{"column":"703","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-4.916667,0.0,13.958333],"end":[-4.916667,17.5,13.958333],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-057","tower":2,"section":"14WF61, 14 WF 43","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":57,"range":"A57:F57","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"703","level":108.0,"offsetFlag":""},"end":{"column":"703","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!703 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-column-058","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":58,"range":"A58:F58","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25]},"sourceEndpoints":{"start":{"column":"704","level":107.0,"offsetFlag":""},"end":{"column":"704","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,0.0,3.0],"end":[-9.0,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-059","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":59,"range":"A59:F59","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25]},"sourceEndpoints":{"start":{"column":"704","level":108.0,"offsetFlag":""},"end":{"column":"704","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,17.5,3.0],"end":[-9.0,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-060","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":60,"range":"A60:F60","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[25]},"sourceEndpoints":{"start":{"column":"704","level":110.0,"offsetFlag":""},"end":{"column":"704","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,43.166667,3.0],"end":[-9.0,61.833333,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-061","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":61,"range":"A61:F61","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[26]},"sourceEndpoints":{"start":{"column":"705","level":107.0,"offsetFlag":""},"end":{"column":"705","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-3.666667,0.0,-4.416667],"end":[-9.0,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-062","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":62,"range":"A62:F62","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[26]},"sourceEndpoints":{"start":{"column":"705","level":108.0,"offsetFlag":""},"end":{"column":"705","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,17.5,-3.0],"end":[-9.0,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-063","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":63,"range":"A63:F63","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[26]},"sourceEndpoints":{"start":{"column":"705","level":110.0,"offsetFlag":""},"end":{"column":"705","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-9.0,43.166667,-3.0],"end":[-9.0,61.833333,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-064","tower":2,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":64,"range":"A64:F64","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[27]},"sourceEndpoints":{"start":{"column":"706","level":107.0,"offsetFlag":""},"end":{"column":"706","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,0.0,-14.541667],"end":[-5.083333,17.5,-14.541667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-065","tower":2,"section":"14WF61","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":65,"range":"A65:F65","drawing":"SA401","frame":"LINE 701-708"},"sourceEndpoints":{"start":{"column":"706","level":108.0,"offsetFlag":""},"end":{"column":"706","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!706 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-column-066","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":66,"range":"A66:F66","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28]},"sourceEndpoints":{"start":{"column":"707","level":107.0,"offsetFlag":""},"end":{"column":"707","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,0.0,-46.166667],"end":[-5.083333,17.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-067","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":67,"range":"A67:F67","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28]},"sourceEndpoints":{"start":{"column":"707","level":108.0,"offsetFlag":""},"end":{"column":"707","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,17.5,-46.166667],"end":[-5.083333,43.166667,-46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-068","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":68,"range":"A68:F68","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[28]},"sourceEndpoints":{"start":{"column":"707","level":110.0,"offsetFlag":""},"end":{"column":"707","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,43.166667,-46.166667],"end":[-5.083333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-069","tower":2,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":69,"range":"A69:F69","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[29]},"sourceEndpoints":{"start":{"column":"708","level":107.0,"offsetFlag":""},"end":{"column":"708","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,0.0,-66.041667],"end":[-5.083333,17.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-070","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":70,"range":"A70:F70","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[29]},"sourceEndpoints":{"start":{"column":"708","level":108.0,"offsetFlag":""},"end":{"column":"708","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,17.5,-66.041667],"end":[-5.083333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-071","tower":2,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":71,"range":"A71:F71","drawing":"SA401","frame":"LINE 701-708","coordinateRows":[29]},"sourceEndpoints":{"start":{"column":"708","level":110.0,"offsetFlag":""},"end":{"column":"708","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[-5.083333,43.166667,-66.041667],"end":[-5.083333,55.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-072","tower":2,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":72,"range":"A72:F72","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31]},"sourceEndpoints":{"start":{"column":"801","level":107.0,"offsetFlag":""},"end":{"column":"801","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,0.0,66.041667],"end":[5.083333,17.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-073","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":73,"range":"A73:F73","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31]},"sourceEndpoints":{"start":{"column":"801","level":108.0,"offsetFlag":""},"end":{"column":"801","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,17.5,66.041667],"end":[5.083333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-074","tower":2,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":74,"range":"A74:F74","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[31]},"sourceEndpoints":{"start":{"column":"801","level":110.0,"offsetFlag":""},"end":{"column":"801","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,43.166667,66.041667],"end":[5.083333,55.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-075","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":75,"range":"A75:F75","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[32]},"sourceEndpoints":{"start":{"column":"802","level":107.0,"offsetFlag":""},"end":{"column":"802","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,0.0,46.166667],"end":[5.083333,17.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-076","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":76,"range":"A76:F76","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[32]},"sourceEndpoints":{"start":{"column":"802","level":108.0,"offsetFlag":""},"end":{"column":"802","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,17.5,46.166667],"end":[5.083333,43.166667,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-077","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":77,"range":"A77:F77","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[32]},"sourceEndpoints":{"start":{"column":"802","level":110.0,"offsetFlag":""},"end":{"column":"802","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,43.166667,46.166667],"end":[5.083333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-078","tower":2,"section":"12WF79","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":78,"range":"A78:F78","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[33]},"sourceEndpoints":{"start":{"column":"803","level":107.0,"offsetFlag":""},"end":{"column":"803","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.541667,0.0,14.0],"end":[5.541667,17.5,14.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-079","tower":2,"section":"12WF50","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":79,"range":"A79:F79","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"803","level":108.0,"offsetFlag":""},"end":{"column":"803","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!803 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-column-080","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":80,"range":"A80:F80","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34]},"sourceEndpoints":{"start":{"column":"804A","level":107.0,"offsetFlag":""},"end":{"column":"804A","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,0.0,3.0],"end":[9.0,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-081","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":81,"range":"A81:F81","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34]},"sourceEndpoints":{"start":{"column":"804A","level":108.0,"offsetFlag":""},"end":{"column":"804A","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,17.5,3.0],"end":[9.0,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-082","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":82,"range":"A82:F82","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[34]},"sourceEndpoints":{"start":{"column":"804A","level":110.0,"offsetFlag":""},"end":{"column":"804A","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,43.166667,3.0],"end":[9.0,61.833333,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-083","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":83,"range":"A83:F83","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[35]},"sourceEndpoints":{"start":{"column":"804","level":107.0,"offsetFlag":""},"end":{"column":"804","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.541667,0.0,-4.416667],"end":[9.0,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-084","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":84,"range":"A84:F84","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[35]},"sourceEndpoints":{"start":{"column":"804","level":108.0,"offsetFlag":""},"end":{"column":"804","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,17.5,-3.0],"end":[9.0,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-085","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":85,"range":"A85:F85","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[35]},"sourceEndpoints":{"start":{"column":"804","level":110.0,"offsetFlag":""},"end":{"column":"804","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[9.0,43.166667,-3.0],"end":[9.0,61.833333,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-086","tower":2,"section":"14WF87","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":86,"range":"A86:F86","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[36]},"sourceEndpoints":{"start":{"column":"805","level":107.0,"offsetFlag":""},"end":{"column":"805","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.541667,0.0,-14.541667],"end":[5.541667,17.5,-14.541667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-087","tower":2,"section":"14WF87","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":87,"range":"A87:F87","drawing":"SA402","frame":"LINE 801-807"},"sourceEndpoints":{"start":{"column":"805","level":108.0,"offsetFlag":""},"end":{"column":"805","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["No coordinate!805 at floor 110; do not extrapolate"],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":null,"end":null,"modelable":false,"render":false},{"id":"wtc2-column-088","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":88,"range":"A88:F88","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37]},"sourceEndpoints":{"start":{"column":"806","level":107.0,"offsetFlag":""},"end":{"column":"806","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,0.0,-46.166667],"end":[5.083333,17.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-089","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":89,"range":"A89:F89","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37]},"sourceEndpoints":{"start":{"column":"806","level":108.0,"offsetFlag":""},"end":{"column":"806","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,17.5,-46.166667],"end":[5.083333,43.166667,-46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-090","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":90,"range":"A90:F90","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[37]},"sourceEndpoints":{"start":{"column":"806","level":110.0,"offsetFlag":""},"end":{"column":"806","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,43.166667,-46.166667],"end":[5.083333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-091","tower":2,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":91,"range":"A91:F91","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[38]},"sourceEndpoints":{"start":{"column":"807","level":107.0,"offsetFlag":""},"end":{"column":"807","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,0.0,-66.041667],"end":[5.083333,17.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-092","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":92,"range":"A92:F92","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[38]},"sourceEndpoints":{"start":{"column":"807","level":108.0,"offsetFlag":""},"end":{"column":"807","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,17.5,-66.041667],"end":[5.083333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-093","tower":2,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":93,"range":"A93:F93","drawing":"SA402","frame":"LINE 801-807","coordinateRows":[38]},"sourceEndpoints":{"start":{"column":"807","level":110.0,"offsetFlag":""},"end":{"column":"807","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[5.083333,43.166667,-66.041667],"end":[5.083333,55.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-094","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":94,"range":"A94:F94","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[40]},"sourceEndpoints":{"start":{"column":"901","level":107.0,"offsetFlag":""},"end":{"column":"901","level":108.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,66.041667],"end":[25.583333,17.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-095","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":95,"range":"A95:F95","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[40]},"sourceEndpoints":{"start":{"column":"901","level":108.0,"offsetFlag":""},"end":{"column":"901","level":110.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,66.041667],"end":[25.583333,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-096","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":96,"range":"A96:F96","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[40]},"sourceEndpoints":{"start":{"column":"901","level":110.0,"offsetFlag":""},"end":{"column":"901","level":"ROOF","offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,66.041667],"end":[25.583333,55.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-097","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":97,"range":"A97:F97","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41]},"sourceEndpoints":{"start":{"column":"902","level":107.0,"offsetFlag":""},"end":{"column":"902","level":108.0,"offsetFlag":""}},"yieldStressKsi":45.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,46.166667],"end":[25.583333,17.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-098","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":98,"range":"A98:F98","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41]},"sourceEndpoints":{"start":{"column":"902","level":108.0,"offsetFlag":""},"end":{"column":"902","level":110.0,"offsetFlag":""}},"yieldStressKsi":45.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,46.166667],"end":[25.583333,43.166667,46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-099","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":99,"range":"A99:F99","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[41]},"sourceEndpoints":{"start":{"column":"902","level":110.0,"offsetFlag":""},"end":{"column":"902","level":"ROOF","offsetFlag":""}},"yieldStressKsi":45.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,46.166667],"end":[25.583333,55.5,46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-100","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":100,"range":"A100:F100","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[42]},"sourceEndpoints":{"start":{"column":"903","level":107.0,"offsetFlag":""},"end":{"column":"903","level":108.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,24.666667],"end":[25.583333,17.5,24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-101","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":101,"range":"A101:F101","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[42]},"sourceEndpoints":{"start":{"column":"903","level":108.0,"offsetFlag":""},"end":{"column":"903","level":110.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,24.666667],"end":[25.583333,43.166667,24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-102","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":102,"range":"A102:F102","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[42]},"sourceEndpoints":{"start":{"column":"903","level":110.0,"offsetFlag":""},"end":{"column":"903","level":"ROOF","offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,24.666667],"end":[25.583333,58.625,24.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-103","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":103,"range":"A103:F103","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43]},"sourceEndpoints":{"start":{"column":"904","level":107.0,"offsetFlag":""},"end":{"column":"904","level":108.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,3.0],"end":[25.583333,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-104","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":104,"range":"A104:F104","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43]},"sourceEndpoints":{"start":{"column":"904","level":108.0,"offsetFlag":""},"end":{"column":"904","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,3.0],"end":[25.583333,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-105","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":105,"range":"A105:F105","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[43]},"sourceEndpoints":{"start":{"column":"904","level":110.0,"offsetFlag":""},"end":{"column":"904","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,3.0],"end":[25.583333,58.625,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-106","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":106,"range":"A106:F106","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44]},"sourceEndpoints":{"start":{"column":"905","level":107.0,"offsetFlag":""},"end":{"column":"905","level":108.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,-4.25],"end":[25.583333,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-107","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":107,"range":"A107:F107","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44]},"sourceEndpoints":{"start":{"column":"905","level":108.0,"offsetFlag":""},"end":{"column":"905","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,-3.0],"end":[25.583333,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-108","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":108,"range":"A108:F108","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[44]},"sourceEndpoints":{"start":{"column":"905","level":110.0,"offsetFlag":""},"end":{"column":"905","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-3.0],"end":[25.583333,58.625,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-109","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":109,"range":"A109:F109","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[45]},"sourceEndpoints":{"start":{"column":"906","level":107.0,"offsetFlag":""},"end":{"column":"906","level":108.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,-24.166667],"end":[25.583333,17.5,-24.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-110","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":110,"range":"A110:F110","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[45]},"sourceEndpoints":{"start":{"column":"906","level":108.0,"offsetFlag":""},"end":{"column":"906","level":110.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,-24.166667],"end":[25.583333,43.166667,-24.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-111","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":111,"range":"A111:F111","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[45]},"sourceEndpoints":{"start":{"column":"906","level":110.0,"offsetFlag":""},"end":{"column":"906","level":"ROOF","offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-24.166667],"end":[25.583333,58.625,-24.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-112","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":112,"range":"A112:F112","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[46]},"sourceEndpoints":{"start":{"column":"907","level":107.0,"offsetFlag":""},"end":{"column":"907","level":108.0,"offsetFlag":""}},"yieldStressKsi":45.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,-46.166667],"end":[25.583333,17.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-113","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":113,"range":"A113:F113","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[46]},"sourceEndpoints":{"start":{"column":"907","level":108.0,"offsetFlag":""},"end":{"column":"907","level":110.0,"offsetFlag":""}},"yieldStressKsi":45.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,-46.166667],"end":[25.583333,43.166667,-46.166667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-114","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":114,"range":"A114:F114","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[46]},"sourceEndpoints":{"start":{"column":"907","level":110.0,"offsetFlag":""},"end":{"column":"907","level":"ROOF","offsetFlag":""}},"yieldStressKsi":45.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-46.166667],"end":[25.583333,55.5,-46.166667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-115","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":115,"range":"A115:F115","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[47]},"sourceEndpoints":{"start":{"column":"908","level":107.0,"offsetFlag":""},"end":{"column":"908","level":108.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,0.0,-66.041667],"end":[25.583333,17.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-116","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":116,"range":"A116:F116","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[47]},"sourceEndpoints":{"start":{"column":"908","level":108.0,"offsetFlag":""},"end":{"column":"908","level":110.0,"offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,17.5,-66.041667],"end":[25.583333,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-117","tower":2,"section":"14WF127","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":117,"range":"A117:F117","drawing":"SA402","frame":"LINE 901-908","coordinateRows":[47]},"sourceEndpoints":{"start":{"column":"908","level":110.0,"offsetFlag":""},"end":{"column":"908","level":"ROOF","offsetFlag":""}},"yieldStressKsi":42.0,"yieldStressBasis":"explicit schedule cell","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[25.583333,43.166667,-66.041667],"end":[25.583333,55.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-118","tower":2,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":118,"range":"A118:F118","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49]},"sourceEndpoints":{"start":{"column":"1001","level":107.0,"offsetFlag":""},"end":{"column":"1001","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,66.041667],"end":[41.75,17.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-119","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":119,"range":"A119:F119","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49]},"sourceEndpoints":{"start":{"column":"1001","level":108.0,"offsetFlag":""},"end":{"column":"1001","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,66.041667],"end":[41.75,43.166667,66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-120","tower":2,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":120,"range":"A120:F120","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[49]},"sourceEndpoints":{"start":{"column":"1001","level":110.0,"offsetFlag":""},"end":{"column":"1001","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,66.041667],"end":[41.75,55.5,66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-121","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":121,"range":"A121:F121","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50]},"sourceEndpoints":{"start":{"column":"1002","level":107.0,"offsetFlag":""},"end":{"column":"1002","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,45.666667],"end":[41.75,17.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-122","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":122,"range":"A122:F122","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50]},"sourceEndpoints":{"start":{"column":"1002","level":108.0,"offsetFlag":""},"end":{"column":"1002","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,45.666667],"end":[41.75,43.166667,45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-123","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":123,"range":"A123:F123","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[50]},"sourceEndpoints":{"start":{"column":"1002","level":110.0,"offsetFlag":""},"end":{"column":"1002","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,45.666667],"end":[41.75,55.5,45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-124","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":124,"range":"A124:F124","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[51]},"sourceEndpoints":{"start":{"column":"1003","level":107.0,"offsetFlag":""},"end":{"column":"1003","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,24.75],"end":[41.75,17.5,24.75],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-125","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":125,"range":"A125:F125","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[51]},"sourceEndpoints":{"start":{"column":"1003","level":108.0,"offsetFlag":""},"end":{"column":"1003","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,24.75],"end":[41.75,43.166667,24.75],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-126","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":126,"range":"A126:F126","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[51]},"sourceEndpoints":{"start":{"column":"1003","level":110.0,"offsetFlag":""},"end":{"column":"1003","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,24.75],"end":[41.75,55.5,24.75],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-127","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":127,"range":"A127:F127","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52]},"sourceEndpoints":{"start":{"column":"1004","level":107.0,"offsetFlag":""},"end":{"column":"1004","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,3.0],"end":[41.75,17.5,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-128","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":128,"range":"A128:F128","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52]},"sourceEndpoints":{"start":{"column":"1004","level":108.0,"offsetFlag":""},"end":{"column":"1004","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,3.0],"end":[41.75,43.166667,3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-129","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":129,"range":"A129:F129","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[52]},"sourceEndpoints":{"start":{"column":"1004","level":110.0,"offsetFlag":""},"end":{"column":"1004","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,3.0],"end":[41.75,55.5,3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-130","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":130,"range":"A130:F130","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53]},"sourceEndpoints":{"start":{"column":"1005","level":107.0,"offsetFlag":""},"end":{"column":"1005","level":108.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,-4.583333],"end":[41.75,17.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-131","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":131,"range":"A131:F131","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53]},"sourceEndpoints":{"start":{"column":"1005","level":108.0,"offsetFlag":""},"end":{"column":"1005","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,-3.0],"end":[41.75,43.166667,-3.0],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-132","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":132,"range":"A132:F132","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[53]},"sourceEndpoints":{"start":{"column":"1005","level":110.0,"offsetFlag":""},"end":{"column":"1005","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,-3.0],"end":[41.75,55.5,-3.0],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-133","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":133,"range":"A133:F133","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[54]},"sourceEndpoints":{"start":{"column":"1006","level":107.0,"offsetFlag":""},"end":{"column":"1006","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,-24.666667],"end":[41.75,17.5,-24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-134","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":134,"range":"A134:F134","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[54]},"sourceEndpoints":{"start":{"column":"1006","level":108.0,"offsetFlag":""},"end":{"column":"1006","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,-24.666667],"end":[41.75,43.166667,-24.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-135","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":135,"range":"A135:F135","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[54]},"sourceEndpoints":{"start":{"column":"1006","level":110.0,"offsetFlag":""},"end":{"column":"1006","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,-24.666667],"end":[41.75,55.5,-24.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-136","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":136,"range":"A136:F136","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55]},"sourceEndpoints":{"start":{"column":"1007","level":107.0,"offsetFlag":""},"end":{"column":"1007","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,-45.666667],"end":[41.75,17.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-137","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":137,"range":"A137:F137","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55]},"sourceEndpoints":{"start":{"column":"1007","level":108.0,"offsetFlag":""},"end":{"column":"1007","level":110.0,"offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,-45.666667],"end":[41.75,43.166667,-45.666667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-138","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":138,"range":"A138:F138","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[55]},"sourceEndpoints":{"start":{"column":"1007","level":110.0,"offsetFlag":""},"end":{"column":"1007","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,-45.666667],"end":[41.75,55.5,-45.666667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-139","tower":2,"section":"14WF246","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":139,"range":"A139:F139","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[56]},"sourceEndpoints":{"start":{"column":"1008","level":107.0,"offsetFlag":""},"end":{"column":"1008","level":108.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,0.0,-66.041667],"end":[41.75,17.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-140","tower":2,"section":"14WF158","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":140,"range":"A140:F140","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[56]},"sourceEndpoints":{"start":{"column":"1008","level":108.0,"offsetFlag":""},"end":{"column":"1008","level":110.0,"offsetFlag":""}},"yieldStressKsi":50.0,"yieldStressBasis":"explicit schedule cell","notes":[],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,17.5,-66.041667],"end":[41.75,43.166667,-66.041667],"modelable":true,"render":true,"geometryEvidence":["WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]},{"id":"wtc2-column-141","tower":2,"section":"14WF74","category":"core-column","source":{"id":"roof-truss-xls","sheet":"column location B","row":141,"range":"A141:F141","drawing":"SA402","frame":"LINE 1001-1008","coordinateRows":[56]},"sourceEndpoints":{"start":{"column":"1008","level":110.0,"offsetFlag":""},"end":{"column":"1008","level":"ROOF","offsetFlag":""}},"yieldStressKsi":null,"yieldStressBasis":"not specified in this schedule row","notes":["Roof support height follows the SA elevation profile; column tip/cap, roof slab thickness and local connection offsets are omitted."],"geometryPrecision":"Nominal floor-level centerlines; local connection eccentricities are not represented.","start":[41.75,43.166667,-66.041667],"end":[41.75,55.5,-66.041667],"modelable":true,"render":true,"geometryEvidence":["SA401/SA402 nominal sloped roof support profile","WTC2 orientation: NCSTAR 1-2 Fig. 7-42, printed p.233"]}],"omissions":[{"id":"wtc1-brace-053","sheet":"brace location A","row":53,"reason":"No coordinate!120.16666666666667 at floor 110; do not extrapolate"},{"id":"wtc1-brace-054","sheet":"brace location A","row":54,"reason":"No coordinate!120.16666666666667 at floor 110; do not extrapolate"},{"id":"wtc1-brace-063","sheet":"brace location A","row":63,"reason":"No coordinate!130.75 at floor 110; do not extrapolate"},{"id":"wtc1-brace-064","sheet":"brace location A","row":64,"reason":"No coordinate!120.16666666666667 at floor 110; do not extrapolate"},{"id":"wtc1-brace-065","sheet":"brace location A","row":65,"reason":"No coordinate!130.75 at floor 110; do not extrapolate"},{"id":"wtc1-brace-072","sheet":"brace location A","row":72,"reason":"No coordinate! at floor 110; do not extrapolate"},{"id":"wtc1-brace-087","sheet":"brace location A","row":87,"reason":"No coordinate! at floor 108; do not extrapolate"},{"id":"wtc1-brace-088","sheet":"brace location A","row":88,"reason":"No coordinate! at floor 110; do not extrapolate"},{"id":"wtc1-brace-089","sheet":"brace location A","row":89,"reason":"No coordinate! at floor 110; do not extrapolate"},{"id":"wtc1-brace-096","sheet":"brace location A","row":96,"reason":"No coordinate! at floor 110; do not extrapolate"},{"id":"wtc1-column-057","sheet":"column location A","row":57,"reason":"No coordinate!703 at floor 110; do not extrapolate"},{"id":"wtc1-column-065","sheet":"column location A","row":65,"reason":"No coordinate!706 at floor 110; do not extrapolate"},{"id":"wtc1-column-079","sheet":"column location A","row":79,"reason":"No coordinate!803 at floor 110; do not extrapolate"},{"id":"wtc1-column-087","sheet":"column location A","row":87,"reason":"No coordinate!805 at floor 110; do not extrapolate"},{"id":"wtc2-brace-053","sheet":"brace location B","row":53,"reason":"No coordinate!120.16666666666667 at floor 110; do not extrapolate"},{"id":"wtc2-brace-054","sheet":"brace location B","row":54,"reason":"No coordinate!120.16666666666667 at floor 110; do not extrapolate"},{"id":"wtc2-brace-059","sheet":"brace location B","row":59,"reason":"No coordinate!95.08333333333333 at floor 110; do not extrapolate"},{"id":"wtc2-brace-063","sheet":"brace location B","row":63,"reason":"No coordinate!130.75 at floor 110; do not extrapolate"},{"id":"wtc2-brace-064","sheet":"brace location B","row":64,"reason":"No coordinate!120.16666666666667 at floor 110; do not extrapolate"},{"id":"wtc2-brace-065","sheet":"brace location B","row":65,"reason":"No coordinate!130.75 at floor 110; do not extrapolate"},{"id":"wtc2-brace-066","sheet":"brace location B","row":66,"reason":"No coordinate!112.08333333333333 at floor 110; do not extrapolate"},{"id":"wtc2-brace-071","sheet":"brace location B","row":71,"reason":"No coordinate!95.08333333333333 at floor 110; do not extrapolate"},{"id":"wtc2-brace-072","sheet":"brace location B","row":72,"reason":"No coordinate! at floor 110; do not extrapolate"},{"id":"wtc2-brace-078","sheet":"brace location B","row":78,"reason":"No coordinate!112.08333333333333 at floor 110; do not extrapolate"},{"id":"wtc2-brace-083","sheet":"brace location B","row":83,"reason":"No coordinate!95.08333333333333 at floor 110; do not extrapolate"},{"id":"wtc2-brace-087","sheet":"brace location B","row":87,"reason":"No coordinate! at floor 108; do not extrapolate"},{"id":"wtc2-brace-088","sheet":"brace location B","row":88,"reason":"No coordinate! at floor 110; do not extrapolate"},{"id":"wtc2-brace-089","sheet":"brace location B","row":89,"reason":"No coordinate! at floor 110; do not extrapolate"},{"id":"wtc2-brace-090","sheet":"brace location B","row":90,"reason":"No coordinate!112.08333333333333 at floor 110; do not extrapolate"},{"id":"wtc2-brace-095","sheet":"brace location B","row":95,"reason":"No coordinate!95.08333333333333 at floor 110; do not extrapolate"},{"id":"wtc2-brace-096","sheet":"brace location B","row":96,"reason":"No coordinate! at floor 110; do not extrapolate"},{"id":"wtc2-column-057","sheet":"column location B","row":57,"reason":"No coordinate!703 at floor 110; do not extrapolate"},{"id":"wtc2-column-065","sheet":"column location B","row":65,"reason":"No coordinate!706 at floor 110; do not extrapolate"},{"id":"wtc2-column-079","sheet":"column location B","row":79,"reason":"No coordinate!803 at floor 110; do not extrapolate"},{"id":"wtc2-column-087","sheet":"column location B","row":87,"reason":"No coordinate!805 at floor 110; do not extrapolate"}],"counts":{"scheduleRecords":694,"modelable":659,"omitted":35,"byTowerCategory":[{"tower":1,"category":"core-brace","modelable":false,"count":10},{"tower":1,"category":"core-brace","modelable":true,"count":161},{"tower":1,"category":"core-column","modelable":false,"count":4},{"tower":1,"category":"core-column","modelable":true,"count":136},{"tower":1,"category":"core-tie","modelable":true,"count":20},{"tower":1,"category":"outrigger","modelable":true,"count":16},{"tower":2,"category":"core-brace","modelable":false,"count":17},{"tower":2,"category":"core-brace","modelable":true,"count":154},{"tower":2,"category":"core-column","modelable":false,"count":4},{"tower":2,"category":"core-column","modelable":true,"count":136},{"tower":2,"category":"core-tie","modelable":true,"count":20},{"tower":2,"category":"outrigger","modelable":true,"count":16}]}}