{ "sidecar_type": "project_context_set", "sidecar_version": "0.1.0", "classification": "working_proposal", "scenario_data_classification": "illustrative_value", "normative": false, "engineering_approval": false, "description": "Nine simulated project contexts covering valid, invalid, and indeterminate coordination outcomes for concrete, CLT, and steel floor-edge branches.", "scenarios": [ { "scenario_id": "CWSE-CONCRETE-VALID", "branch_id": "concrete_slab_edge", "variant": "valid", "classification": "illustrative_value", "label": "Concrete slab edge, coordination-valid", "expected_outcome": "valid", "panel_product_ref": "CWSE-PANEL-001", "substrate_product_ref": "CWSE-CONCRETE-EDGE-001", "interface_family_ref": "WG-CW-SLAB-EDGE-001", "candidate_ids": [ "CONN-CONCRETE-CAST-IN-CHANNEL", "CONN-CONCRETE-POST-INSTALLED" ], "lifecycle_stage": "design_development_coordination", "facts": { "interface.cis_id": "WG-CW-SLAB-EDGE-001", "interface.cis_version": "0.1.0", "interface.version_compatible": true, "interface.panel_side": "panel_side", "interface.substrate_side": "substrate_side", "interface.port_alignment_ok": true, "interface.signature_compatibility_ok": true, "geometry.face_orientation_ok": true, "geometry.plane_gap_mm": 3, "geometry.normal_misalignment_deg": 0.8, "geometry.anchor_zone_overlap_ratio": 0.98, "substrate.material": "reinforced_concrete", "panel.wind_capacity_kpa": 3.2, "panel.drift_accommodation_mm": 25, "project.wind_demand_kpa": 2.4, "project.drift_demand_mm": 18, "project.out_of_plane_reaction_kn": 25, "project.vertical_reaction_kn": 18, "project.fire_strategy_ref": "SIM-FIRE-STRATEGY-CONCRETE-01", "project.seismic_design_basis_ref": "SIM-SEISMIC-BASIS-01", "project.material_review_request_ref": "SIM-CONCRETE-REVIEW-REQUEST-01", "concrete.embed_channel_present": true, "concrete.cast_in_record_ref": "SIM-CAST-IN-RECORD-01", "concrete.as_built_scan_ref": null, "concrete.edge_zone_depth_mm": 180, "concrete.post_installed_allowed": true, "concrete.nominal_strength_mpa": 35, "concrete.reinforcement_scan_ref": "SIM-REBAR-SCAN-01", "concrete.cracked_condition_defined": true, "concrete.anchor_edge_distance_mm": 140 }, "evidence_refs": [ "EV-GEOMETRY-CONCRETE-VALID", "EV-CONCRETE-MATERIAL", "EV-PROJECT-DEMAND-CONCRETE-VALID" ], "missing_fact_ids": [], "plain_language_intent": "Demonstrate two applicable concrete connector candidates, all deterministic coordination gates passing, and a ranked recommendation that remains subject to qualified review." }, { "scenario_id": "CWSE-CONCRETE-INVALID", "branch_id": "concrete_slab_edge", "variant": "invalid", "classification": "illustrative_value", "label": "Concrete slab edge, deterministic failure", "expected_outcome": "invalid", "panel_product_ref": "CWSE-PANEL-001", "substrate_product_ref": "CWSE-CONCRETE-EDGE-001", "interface_family_ref": "WG-CW-SLAB-EDGE-001", "candidate_ids": [ "CONN-CONCRETE-CAST-IN-CHANNEL", "CONN-CONCRETE-POST-INSTALLED" ], "lifecycle_stage": "design_development_coordination", "facts": { "interface.cis_id": "WG-CW-SLAB-EDGE-001", "interface.cis_version": "0.1.0", "interface.version_compatible": true, "interface.panel_side": "panel_side", "interface.substrate_side": "substrate_side", "interface.port_alignment_ok": true, "interface.signature_compatibility_ok": true, "geometry.face_orientation_ok": true, "geometry.plane_gap_mm": 9, "geometry.normal_misalignment_deg": 3.2, "geometry.anchor_zone_overlap_ratio": 0.84, "substrate.material": "reinforced_concrete", "panel.wind_capacity_kpa": 3.2, "panel.drift_accommodation_mm": 25, "project.wind_demand_kpa": 3.8, "project.drift_demand_mm": 31, "project.out_of_plane_reaction_kn": 52, "project.vertical_reaction_kn": 18, "project.fire_strategy_ref": "SIM-FIRE-STRATEGY-CONCRETE-02", "project.seismic_design_basis_ref": "SIM-SEISMIC-BASIS-02", "project.material_review_request_ref": "SIM-CONCRETE-REVIEW-REQUEST-02", "concrete.embed_channel_present": true, "concrete.cast_in_record_ref": "SIM-CAST-IN-RECORD-02", "concrete.as_built_scan_ref": null, "concrete.edge_zone_depth_mm": 180, "concrete.post_installed_allowed": true, "concrete.nominal_strength_mpa": 35, "concrete.reinforcement_scan_ref": "SIM-REBAR-SCAN-02", "concrete.cracked_condition_defined": true, "concrete.anchor_edge_distance_mm": 75 }, "evidence_refs": [ "EV-GEOMETRY-CONCRETE-INVALID", "EV-CONCRETE-MATERIAL", "EV-PROJECT-DEMAND-CONCRETE-INVALID" ], "missing_fact_ids": [], "plain_language_intent": "Demonstrate that poor frame alignment, insufficient overlap and edge distance, and excess simulated demand fail deterministically before ranking." }, { "scenario_id": "CWSE-CONCRETE-INDETERMINATE", "branch_id": "concrete_slab_edge", "variant": "indeterminate", "classification": "illustrative_value", "label": "Concrete slab edge, missing material and demand evidence", "expected_outcome": "indeterminate", "panel_product_ref": "CWSE-PANEL-001", "substrate_product_ref": "CWSE-CONCRETE-EDGE-001", "interface_family_ref": "WG-CW-SLAB-EDGE-001", "candidate_ids": [ "CONN-CONCRETE-CAST-IN-CHANNEL", "CONN-CONCRETE-POST-INSTALLED" ], "lifecycle_stage": "design_development_coordination", "facts": { "interface.cis_id": "WG-CW-SLAB-EDGE-001", "interface.cis_version": "0.1.0", "interface.version_compatible": true, "interface.panel_side": "panel_side", "interface.substrate_side": "substrate_side", "interface.port_alignment_ok": true, "interface.signature_compatibility_ok": true, "geometry.face_orientation_ok": true, "geometry.plane_gap_mm": 3, "geometry.normal_misalignment_deg": 0.8, "geometry.anchor_zone_overlap_ratio": 0.98, "substrate.material": "reinforced_concrete", "panel.wind_capacity_kpa": 3.2, "panel.drift_accommodation_mm": 25, "project.wind_demand_kpa": null, "project.drift_demand_mm": null, "project.out_of_plane_reaction_kn": null, "project.vertical_reaction_kn": 18, "project.fire_strategy_ref": null, "project.seismic_design_basis_ref": null, "project.material_review_request_ref": null, "concrete.embed_channel_present": true, "concrete.cast_in_record_ref": null, "concrete.as_built_scan_ref": null, "concrete.edge_zone_depth_mm": 180, "concrete.post_installed_allowed": true, "concrete.nominal_strength_mpa": null, "concrete.reinforcement_scan_ref": null, "concrete.cracked_condition_defined": null, "concrete.anchor_edge_distance_mm": 140 }, "evidence_refs": [ "EV-GEOMETRY-CONCRETE-INDETERMINATE", "EV-CONCRETE-MATERIAL" ], "missing_fact_ids": [ "project.wind_demand_kpa", "project.drift_demand_mm", "project.out_of_plane_reaction_kn", "project.fire_strategy_ref", "project.seismic_design_basis_ref", "project.material_review_request_ref", "concrete.cast_in_record_ref", "concrete.as_built_scan_ref", "concrete.nominal_strength_mpa", "concrete.reinforcement_scan_ref", "concrete.cracked_condition_defined" ], "plain_language_intent": "Demonstrate that successful geometry does not imply a usable connection when material records and project demands are missing." }, { "scenario_id": "CWSE-CLT-VALID", "branch_id": "clt_floor_edge", "variant": "valid", "classification": "illustrative_value", "label": "CLT floor edge, coordination-valid", "expected_outcome": "valid", "panel_product_ref": "CWSE-PANEL-001", "substrate_product_ref": "CWSE-CLT-EDGE-001", "interface_family_ref": "WG-CW-SLAB-EDGE-001", "candidate_ids": [ "CONN-CLT-SCREW-ANGLE", "CONN-CLT-CONCEALED-PLATE" ], "lifecycle_stage": "design_development_coordination", "facts": { "interface.cis_id": "WG-CW-SLAB-EDGE-001", "interface.cis_version": "0.1.0", "interface.version_compatible": true, "interface.panel_side": "panel_side", "interface.substrate_side": "substrate_side", "interface.port_alignment_ok": true, "interface.signature_compatibility_ok": true, "geometry.face_orientation_ok": true, "geometry.plane_gap_mm": 3, "geometry.normal_misalignment_deg": 0.8, "geometry.anchor_zone_overlap_ratio": 0.98, "substrate.material": "clt", "panel.wind_capacity_kpa": 3.2, "panel.drift_accommodation_mm": 25, "project.wind_demand_kpa": 2.3, "project.drift_demand_mm": 17, "project.out_of_plane_reaction_kn": 24, "project.vertical_reaction_kn": 18, "project.fire_strategy_ref": "SIM-FIRE-STRATEGY-CLT-01", "project.seismic_design_basis_ref": "SIM-SEISMIC-BASIS-03", "project.material_review_request_ref": "SIM-TIMBER-REVIEW-REQUEST-01", "clt.layup_designation": "SIM-CLT-5PLY-X", "clt.panel_thickness_mm": 220, "clt.major_axis": "local_x", "clt.edge_orientation": "side_grain", "clt.validated_end_grain_detail_ref": null, "clt.cnc_pocket_allowed": true, "clt.fabrication_model_ref": "SIM-CLT-FAB-MODEL-01", "clt.service_moisture_class": "service_1", "clt.fastener_edge_distance_mm": 85, "clt.fastener_embedment_mm": 160 }, "evidence_refs": [ "EV-GEOMETRY-CLT-VALID", "EV-CLT-MATERIAL", "EV-PROJECT-DEMAND-CLT-VALID" ], "missing_fact_ids": [], "plain_language_intent": "Demonstrate two applicable timber candidates and a score-based preference after geometry, layup, axis, access, and illustrative hard gates pass." }, { "scenario_id": "CWSE-CLT-INVALID", "branch_id": "clt_floor_edge", "variant": "invalid", "classification": "illustrative_value", "label": "CLT floor edge, deterministic failure", "expected_outcome": "invalid", "panel_product_ref": "CWSE-PANEL-001", "substrate_product_ref": "CWSE-CLT-EDGE-001", "interface_family_ref": "WG-CW-SLAB-EDGE-001", "candidate_ids": [ "CONN-CLT-SCREW-ANGLE", "CONN-CLT-CONCEALED-PLATE" ], "lifecycle_stage": "design_development_coordination", "facts": { "interface.cis_id": "WG-CW-SLAB-EDGE-001", "interface.cis_version": "0.1.0", "interface.version_compatible": true, "interface.panel_side": "panel_side", "interface.substrate_side": "substrate_side", "interface.port_alignment_ok": true, "interface.signature_compatibility_ok": true, "geometry.face_orientation_ok": true, "geometry.plane_gap_mm": 9, "geometry.normal_misalignment_deg": 3.2, "geometry.anchor_zone_overlap_ratio": 0.85, "substrate.material": "clt", "panel.wind_capacity_kpa": 3.2, "panel.drift_accommodation_mm": 25, "project.wind_demand_kpa": 3.8, "project.drift_demand_mm": 31, "project.out_of_plane_reaction_kn": 45, "project.vertical_reaction_kn": 18, "project.fire_strategy_ref": "SIM-FIRE-STRATEGY-CLT-02", "project.seismic_design_basis_ref": "SIM-SEISMIC-BASIS-04", "project.material_review_request_ref": "SIM-TIMBER-REVIEW-REQUEST-02", "clt.layup_designation": "SIM-CLT-5PLY-X", "clt.panel_thickness_mm": 220, "clt.major_axis": "local_x", "clt.edge_orientation": "side_grain", "clt.validated_end_grain_detail_ref": null, "clt.cnc_pocket_allowed": true, "clt.fabrication_model_ref": "SIM-CLT-FAB-MODEL-02", "clt.service_moisture_class": "service_1", "clt.fastener_edge_distance_mm": 40, "clt.fastener_embedment_mm": 100 }, "evidence_refs": [ "EV-GEOMETRY-CLT-INVALID", "EV-CLT-MATERIAL", "EV-PROJECT-DEMAND-CLT-INVALID" ], "missing_fact_ids": [], "plain_language_intent": "Demonstrate that alignment, overlap, timber edge distance, embedment, and demand screens fail before any ranking is allowed." }, { "scenario_id": "CWSE-CLT-INDETERMINATE", "branch_id": "clt_floor_edge", "variant": "indeterminate", "classification": "illustrative_value", "label": "CLT floor edge, missing layup and connection facts", "expected_outcome": "indeterminate", "panel_product_ref": "CWSE-PANEL-001", "substrate_product_ref": "CWSE-CLT-EDGE-001", "interface_family_ref": "WG-CW-SLAB-EDGE-001", "candidate_ids": [ "CONN-CLT-SCREW-ANGLE", "CONN-CLT-CONCEALED-PLATE" ], "lifecycle_stage": "design_development_coordination", "facts": { "interface.cis_id": "WG-CW-SLAB-EDGE-001", "interface.cis_version": "0.1.0", "interface.version_compatible": true, "interface.panel_side": "panel_side", "interface.substrate_side": "substrate_side", "interface.port_alignment_ok": true, "interface.signature_compatibility_ok": true, "geometry.face_orientation_ok": true, "geometry.plane_gap_mm": 3, "geometry.normal_misalignment_deg": 0.8, "geometry.anchor_zone_overlap_ratio": 0.98, "substrate.material": "clt", "panel.wind_capacity_kpa": 3.2, "panel.drift_accommodation_mm": 25, "project.wind_demand_kpa": null, "project.drift_demand_mm": null, "project.out_of_plane_reaction_kn": null, "project.vertical_reaction_kn": 18, "project.fire_strategy_ref": null, "project.seismic_design_basis_ref": null, "project.material_review_request_ref": null, "clt.layup_designation": null, "clt.panel_thickness_mm": 220, "clt.major_axis": null, "clt.edge_orientation": null, "clt.validated_end_grain_detail_ref": null, "clt.cnc_pocket_allowed": true, "clt.fabrication_model_ref": null, "clt.service_moisture_class": null, "clt.fastener_edge_distance_mm": 85, "clt.fastener_embedment_mm": null }, "evidence_refs": [ "EV-GEOMETRY-CLT-INDETERMINATE", "EV-CLT-MATERIAL" ], "missing_fact_ids": [ "project.wind_demand_kpa", "project.drift_demand_mm", "project.out_of_plane_reaction_kn", "project.fire_strategy_ref", "project.seismic_design_basis_ref", "project.material_review_request_ref", "clt.layup_designation", "clt.major_axis", "clt.edge_orientation", "clt.validated_end_grain_detail_ref", "clt.fabrication_model_ref", "clt.service_moisture_class", "clt.fastener_embedment_mm" ], "plain_language_intent": "Demonstrate why a CLT label and adequate gross thickness are not enough to choose a connector without layup, axis, edge condition, fabrication, moisture, and fastener facts." }, { "scenario_id": "CWSE-STEEL-VALID", "branch_id": "steel_frame_slab_support", "variant": "valid", "classification": "illustrative_value", "label": "Steel frame and slab support, coordination-valid", "expected_outcome": "valid", "panel_product_ref": "CWSE-PANEL-001", "substrate_product_ref": "CWSE-STEEL-SUPPORT-001", "interface_family_ref": "WG-CW-SLAB-EDGE-001", "candidate_ids": [ "CONN-STEEL-BOLTED-SHELF-ANGLE", "CONN-STEEL-WELDED-PLATE" ], "lifecycle_stage": "design_development_coordination", "facts": { "interface.cis_id": "WG-CW-SLAB-EDGE-001", "interface.cis_version": "0.1.0", "interface.version_compatible": true, "interface.panel_side": "panel_side", "interface.substrate_side": "substrate_side", "interface.port_alignment_ok": true, "interface.signature_compatibility_ok": true, "geometry.face_orientation_ok": true, "geometry.plane_gap_mm": 3, "geometry.normal_misalignment_deg": 0.8, "geometry.anchor_zone_overlap_ratio": 0.98, "substrate.material": "structural_steel", "panel.wind_capacity_kpa": 3.2, "panel.drift_accommodation_mm": 25, "project.wind_demand_kpa": 2.5, "project.drift_demand_mm": 18, "project.out_of_plane_reaction_kn": 28, "project.vertical_reaction_kn": 18, "project.fire_strategy_ref": "SIM-FIRE-STRATEGY-STEEL-01", "project.seismic_design_basis_ref": "SIM-SEISMIC-BASIS-05", "project.material_review_request_ref": "SIM-STEEL-REVIEW-REQUEST-01", "steel.grade": "SIM-A992", "steel.flange_thickness_mm": 16, "steel.bolting_access": true, "steel.hole_pattern_ref": "SIM-HOLE-PATTERN-01", "steel.shop_drilled": true, "steel.field_drilling_approved": false, "steel.field_welding_allowed": false, "steel.weld_access": true, "steel.weld_procedure_ref": "SIM-WPS-01", "steel.coating_repair_plan_ref": "SIM-COATING-REPAIR-01", "steel.hole_edge_distance_mm": 50, "steel.plate_edge_clearance_mm": 60 }, "evidence_refs": [ "EV-GEOMETRY-STEEL-VALID", "EV-STEEL-MATERIAL", "EV-PROJECT-DEMAND-STEEL-VALID" ], "missing_fact_ids": [], "plain_language_intent": "Demonstrate the bolted steel candidate passing coordination screens and ranking first while the welded option remains not applicable because field welding is prohibited in this scenario." }, { "scenario_id": "CWSE-STEEL-INVALID", "branch_id": "steel_frame_slab_support", "variant": "invalid", "classification": "illustrative_value", "label": "Steel frame and slab support, deterministic failure", "expected_outcome": "invalid", "panel_product_ref": "CWSE-PANEL-001", "substrate_product_ref": "CWSE-STEEL-SUPPORT-001", "interface_family_ref": "WG-CW-SLAB-EDGE-001", "candidate_ids": [ "CONN-STEEL-BOLTED-SHELF-ANGLE", "CONN-STEEL-WELDED-PLATE" ], "lifecycle_stage": "construction_document_coordination", "facts": { "interface.cis_id": "WG-CW-SLAB-EDGE-001", "interface.cis_version": "0.1.0", "interface.version_compatible": true, "interface.panel_side": "panel_side", "interface.substrate_side": "substrate_side", "interface.port_alignment_ok": true, "interface.signature_compatibility_ok": true, "geometry.face_orientation_ok": true, "geometry.plane_gap_mm": 10, "geometry.normal_misalignment_deg": 3.5, "geometry.anchor_zone_overlap_ratio": 0.8, "substrate.material": "structural_steel", "panel.wind_capacity_kpa": 3.2, "panel.drift_accommodation_mm": 25, "project.wind_demand_kpa": 3.9, "project.drift_demand_mm": 32, "project.out_of_plane_reaction_kn": 70, "project.vertical_reaction_kn": 18, "project.fire_strategy_ref": "SIM-FIRE-STRATEGY-STEEL-02", "project.seismic_design_basis_ref": "SIM-SEISMIC-BASIS-06", "project.material_review_request_ref": "SIM-STEEL-REVIEW-REQUEST-02", "steel.grade": "SIM-A992", "steel.flange_thickness_mm": 16, "steel.bolting_access": true, "steel.hole_pattern_ref": "SIM-HOLE-PATTERN-02", "steel.shop_drilled": true, "steel.field_drilling_approved": false, "steel.field_welding_allowed": true, "steel.weld_access": true, "steel.weld_procedure_ref": "SIM-WPS-02", "steel.coating_repair_plan_ref": "SIM-COATING-REPAIR-02", "steel.hole_edge_distance_mm": 20, "steel.plate_edge_clearance_mm": 20 }, "evidence_refs": [ "EV-GEOMETRY-STEEL-INVALID", "EV-STEEL-MATERIAL", "EV-PROJECT-DEMAND-STEEL-INVALID" ], "missing_fact_ids": [], "plain_language_intent": "Demonstrate that geometry, available edge clearance, panel demand, and candidate screening failures prevent both steel options from ranking." }, { "scenario_id": "CWSE-STEEL-INDETERMINATE", "branch_id": "steel_frame_slab_support", "variant": "indeterminate", "classification": "illustrative_value", "label": "Steel frame and slab support, missing fabrication facts", "expected_outcome": "indeterminate", "panel_product_ref": "CWSE-PANEL-001", "substrate_product_ref": "CWSE-STEEL-SUPPORT-001", "interface_family_ref": "WG-CW-SLAB-EDGE-001", "candidate_ids": [ "CONN-STEEL-BOLTED-SHELF-ANGLE", "CONN-STEEL-WELDED-PLATE" ], "lifecycle_stage": "design_development_coordination", "facts": { "interface.cis_id": "WG-CW-SLAB-EDGE-001", "interface.cis_version": "0.1.0", "interface.version_compatible": true, "interface.panel_side": "panel_side", "interface.substrate_side": "substrate_side", "interface.port_alignment_ok": true, "interface.signature_compatibility_ok": true, "geometry.face_orientation_ok": true, "geometry.plane_gap_mm": 3, "geometry.normal_misalignment_deg": 0.8, "geometry.anchor_zone_overlap_ratio": 0.98, "substrate.material": "structural_steel", "panel.wind_capacity_kpa": 3.2, "panel.drift_accommodation_mm": 25, "project.wind_demand_kpa": null, "project.drift_demand_mm": null, "project.out_of_plane_reaction_kn": null, "project.vertical_reaction_kn": 18, "project.fire_strategy_ref": null, "project.seismic_design_basis_ref": null, "project.material_review_request_ref": null, "steel.grade": null, "steel.flange_thickness_mm": null, "steel.bolting_access": null, "steel.hole_pattern_ref": null, "steel.shop_drilled": null, "steel.field_drilling_approved": null, "steel.field_welding_allowed": null, "steel.weld_access": null, "steel.weld_procedure_ref": null, "steel.coating_repair_plan_ref": null, "steel.hole_edge_distance_mm": 50, "steel.plate_edge_clearance_mm": 60 }, "evidence_refs": [ "EV-GEOMETRY-STEEL-INDETERMINATE", "EV-STEEL-MATERIAL" ], "missing_fact_ids": [ "project.wind_demand_kpa", "project.drift_demand_mm", "project.out_of_plane_reaction_kn", "project.fire_strategy_ref", "project.seismic_design_basis_ref", "project.material_review_request_ref", "steel.grade", "steel.flange_thickness_mm", "steel.bolting_access", "steel.hole_pattern_ref", "steel.shop_drilled", "steel.field_drilling_approved", "steel.field_welding_allowed", "steel.weld_access", "steel.weld_procedure_ref", "steel.coating_repair_plan_ref" ], "plain_language_intent": "Demonstrate that a steel substrate label is insufficient without grade, thickness, access, fabrication, welding, coating-repair, demand, fire, and seismic context." } ] }