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(誇張禁止)。","blockers":[{"blocks":["$.project.designer.office_registration","$.project.designer.kanri_kenchikushi_*","$.project.supervisor.*","建築士免許証写し","建築士事務所登録通知書写し"],"id":"licensed_architect","note":"濱田優貴は一級・二級・木造いずれも建築士登録なし → 申請代理人になれない。実申請の最大ゲート。","owner":"human","status":"open","what":"提携建築士事務所 1 社の確保 — 設計者 / 確認申請代理人 / 工事監理者"},{"blocks":["$.project.site.*","$.project.building.height","$.project.building.floors","公図・登記事項証明書"],"id":"real_site","owner":"human","status":"open","what":"設置実敷地の確定 (弟子屈町美留和 or 標茶町熊牛 4 線) → site/building の null を埋める"},{"id":"field_surveys","items":["$.project.ground_investigation (SWS 実施)","$.project.road_access","$.project.drainage","$.project.mep","$.project.barrier_free"],"owner":"external","status":"estimated","what":"実地調査 5 件 (現在 _estimated:true の地域典型値)"},{"_followup":"実申請は WEBPRO 公式計算で再検証要 (本エンジンは等価出力の近似)。","id":"ua_upgrade","owner":"software_done","resolution":"building.envelope に実 SIPs 仕様を記載 → houki-engine が generic 既定でなく実 U 値で計算 → 『UA 値 OK』。2026-05-23。","status":"resolved","what":"省エネ UA を基準 0.46 以下へ (地域区分 1 / 北海道)"},{"_done_by_software":"permit ページの評価ルートを在来壁量(令46条)から SIPs 許容応力度(令82条)へ修正済。文献ベース定数で utilization 0.51 → 適合表示。","_remaining":"文献ベース概算を構造設計者の正規計算 + 実物1:1試験 (面内せん断・dovetail引張、GBRC/北大玉井研等) で確定する必要。これは人間の作業。","id":"structural_calc","options":["構造設計者による SIPs 許容応力度計算 + 物理試験","SOLUNA BUILD prefab の型式適合認定取得 (製品単位で per-unit 確認を簡素化)"],"owner":"human","status":"method_corrected_pending_engineer","what":"SIPs/CLT 耐力壁の正規構造計算の確定 (許容応力度 or 型式適合認定)"},{"blocks":["$.project.applicant.*"],"id":"applicant_seal","owner":"human","status":"open","what":"建築主の確定 + 実印 + 印鑑証明 (SOLUNA BUILD 製品のため購入者ごとに変動)"},{"id":"permit_documents","owner":"software_generates / architect_signs","ref":"$.project.permit_documents_checklist","status":"draft_generated","what":"permit_documents_checklist 21 項目の実添付 (現在 全て attached:false)"},{"_done_by_software":"permit ジェネレータは戸建住宅前提だった。building.use=道場 を読み、用途で法規文言を分岐 (排煙=規模ベースで不要、消防同意=住宅特例対象外で必要、非常用照明=特殊建築物用途は原則必要)。住宅物件は従来挙動を維持 (回帰なし)。","_remaining":"特殊建築物用途の非常用照明・歩行距離限度・避難計算は平屋/避難階/直接屋外避難の緩和判定 (平12告示915等) が用途特有 → 建築士の確定が必要。","id":"non_residential_egress_law","owner":"human","status":"use_aware_flagged","what":"非住宅 (道場) 用途の避難関係法規の確定 — 非常用照明 (令126の4)・歩行距離 (令120)・排煙詳細"}],"current_status":"blocked_on_licensed_architect","houki_summary":{"_note":"建基法 houki (採光/換気/建ぺい/容積/斜線/防火/省エネ) + 構造 (SIPs 許容応力度) は全て適合。残る要再検討 3 件は全てバリアフリー高齢者配慮 (任意・努力義務) で確認申請の合否ブロッカーではない。","as_of":"2026-05-24","fail_count":0,"open_items":[{"_note":"確認申請の合否ブロッカーではない (任意基準)。道場用途で実害小。","item":"バリアフリー (浴室寸法・手すり)","law":"高齢者配慮 (任意基準・ハートビル/バリアフリー法 努力義務)","result":"浴室内法 1400 < 推奨1600、手すり片側 等","status":"advisory"}],"overall":"all_mandatory_pass_only_barrier_free_advisory_remaining","pass_count":51,"resolved":[{"after":"building.envelope の実 SIPs 仕様 (U_wall=0.20/U_window=1.3/U_roof=0.15/U_floor=0.22) を houki-engine に供給 → UA 基準内、『UA 値 OK』","before":"UA=0.532 > 基準 0.46 W/㎡K (地域区分 1) — NG","fix":"houki-engine の generic 既定 U 値 (U_WALL=0.50/U_WINDOW=2.33) が高断熱 SIPs を無視していたバグを修正 (U値を bim.json から読む)。実申請時は WEBPRO 公式計算で再検証。","item":"省エネ UA 値","law":"建築物省エネ法 11 条 + 国交省告示 265","status":"resolved"},{"_caveat":"定数は文献ベース概算 (APA OSB / JAS 集成材 / 建告)。実申請には構造設計者の許容応力度計算 + 実物1:1試験 (GBRC等) による確定が必須 → blockers[id=structural_calc]。","after":"SIPs/CLT は面材耐力壁のため令46条壁量計算は非適用。permit ページを許容応力度計算 (令82条) ルートに分岐 → 地震せん断41.2kN vs 耐力80kN、utilization 0.51 ≤ 1.0 で『構造規定 適合 (SIPs 許容応力度計算)』。在来0.62は参考・非適用と明示。","before":"在来軸組の壁量計算を機械適用し X方向壁量比 0.62 (不足) / 層間変形角 1/125 > 1/200 (NG) → 『構造 要再検討』","fix":"structural-engine の verify_tansu_from_dimensions (面内せん断12kN/m・継手・引張、文献ベース) を building.structure 寸法から呼び出すよう permit.rs を分岐。","item":"構造 (壁量・層間変形角)","law":"令 46 条 → 令 82 条","status":"method_corrected"}],"review_count":3,"source":"live /permit/famous-soluna-kumaushi (houki engine + structural engine)"},"next_actions":{"requires_human":["提携建築士事務所 1 社 契約 (最大ゲート)","設置敷地 確定 + 登記事項証明書 / 公図 取得","所管行政庁 (標茶町 / 弟子屈町) への事前相談","地盤調査 (SWS) 発注"],"software_done_2026_05_23":["UA NG→OK: building.envelope 実 SIPs U 値を houki-engine へ供給 (定数バグ修正)","building.height=3.67 / floors=1 を BIM model から確定 (shukuji 指摘の null 解消)","permit_readiness ブロックに gap を単一ソース集約"],"software_done_2026_05_24":["構造: 在来壁量(令46条)誤適用を解消 → SIPs 許容応力度(令82条)ルートに分岐。utilization 0.51 で適合。permit ページの『構造 要再検討』消滅 (要再検討 8→3、残はバリアフリー任意基準のみ)"],"software_done_2026_05_25":["床面積二重計上(83.3→46.81㎡)修正: e11 を IFCCOVERING 化、e6 を壁芯整正。建築面積49.69/延床46.81 で全セクション一致","用途を全書類で『専用住宅』→ building.use(道場) に統一 (6 ラベル + 第二号様式)。SIPsルート判定を json 明示宣言に絞り mine-kumaushi 誤ルーティング(回帰)を解消","用途別法規分岐: 排煙(規模)・消防同意(住宅特例対象外)・非常用照明(特殊建築物原則必要)・建ぺい容積(特定行政庁指定) を道場用途に補正。住宅物件は従来維持","permit_classification 旧『4号』(2025-04廃止)→ 新3号 に修正","屋根: 半端勾配(-6°)で『雪滑落』と矛盾していたのを無落雪フラット(0°)に確定。e7/e31 記述を無落雪+内部排水に、積雪荷重を 1.0→1.3 kN/㎡ でエンジンと整合 (無落雪=全量保持の構造再算定は建築士、_caveat 記載)"],"software_now":["PDF/A-1b 正式出力 (現状 HTML print 準拠)","_demo / _legal_status を permit ページ表示に反映 (demo=実申請不可 を明示)"]},"pilot":true,"pilot_selected_at":"2026-05-23","route":{"_gross_m2_resolved":"旧: 床スラブ二重計上で 83.3㎡ と算定 (e6 構造床49.7 + e11 ヒノキ仕上げ33.7)。修正(2026-05-24): e11 を IFCCOVERING (床仕上げ=床面積非算入) に再分類、e6 を壁芯 8.9×5.26 に整正 → 延床面積 46.81㎡ で全セクション一致。200㎡以下・適判非該当・新3号は不変。","authority":"標茶町役場 建設課 / 弟子屈町役場 建設課","basis":"平屋 / 延べ床(壁芯) 46.81㎡ ≤ 200㎡ / 軒高 3.27m / 都市計画区域外","classification":"建基法 6 条 (2025-04-01 改正後 新3号建築物)","ref":"$.project.permit_classification","structural_peer_review_basis":"構造計算適合性判定: 木造3階以上・軒高9m超・高さ13m超 いずれも非該当 (live /permit 出力で確認)","structural_peer_review_required":false},"software_done":["確認申請副本一式 自動生成 (/permit/famous-soluna-kumaushi)","houki engine 建基法 28/52/53/56 条 自動判定 (50 項目 適合)","structural engine 壁量/4分割/N値 近似計算 + 適判 非該当 判定","採光換気 全 3 居室 pass","省エネ WEBPRO 等価出力 (UA は FAIL を正直表示)","書類 zip 一括 DL"],"target":"real_application"},"product_info":{"catalog_url":"https://solun.art/build","delivery_locations":["北海道川上郡弟子屈町美留和","北海道川上郡標茶町熊牛原野 4 線"],"factory_address":"弟子屈町 (factory SIPs 工場 + 工房、SOLUNA BUILD)","lead_time_days":60,"list_price_jpy":4800000,"manufacturer":"株式会社イネブラ / SOLUNA BUILD","product_code":"SOLUNA-KUMAUSHI-45sqm","purchase_url":"https://solun.art/build","stock_qty":2,"warranty_years":10},"proposed_floors":1,"proposed_gross_m2":46.81,"proposed_structure":{"constructability_issues":["特記なし — 標準施工"],"preferred_construction_season":"通年可","primary_structure":"SIPs/CLT"},"road_access":{"_basis":"地域典型値 (実調査未実施)","_estimated":true,"compliance":"建基法 42 条適合 (都市計画区域外、法 43 条接道義務は町条例 準用)","frontage_direction":"east","road_law_article":"法 42 条 1 項一号","road_setback_required_m":0.0,"road_type":"町道 熊牛 4 線 (標茶町、天空台地アクセス) or 弟子屈町美留和","road_width_m":4.0},"road_width_m":4.0,"rooms":[{"area_m2":30.0,"ceiling_height_mm":3000,"daylight":{"actual_daylight_ratio":0.15,"actual_window_area_m2":4.5,"correction_factor_d_h":1.0,"pass":true,"required_ratio":0.1},"floor":1,"id":"r1","is_residential_room":false,"name":"KUMAUSHI 道場 (主室・ヒノキ無垢床)"},{"area_m2":9.0,"ceiling_height_mm":2700,"daylight":{"actual_daylight_ratio":0.2,"actual_window_area_m2":1.8,"correction_factor_d_h":1.0,"pass":true,"required_ratio":0.143},"floor":1,"id":"r2","is_residential_room":true,"name":"KUMAUSHI 控室 (兼 寝室)"},{"area_m2":6.0,"ceiling_height_mm":2400,"daylight":{"actual_daylight_ratio":0.15,"actual_window_area_m2":0.9,"correction_factor_d_h":1.0,"pass":true,"required_ratio":0.1},"floor":1,"id":"r3","is_residential_room":false,"name":"KUMAUSHI 脱衣・浴室・トイレ"}],"seismic_zone_factor":0.9,"site":{"_note":"shukuji が穴埋め: 用途地域・敷地面積は第二号様式 必須。null は申請時記入 (実敷地確定後)。","address_area":null,"building_coverage_ratio_pct":null,"city_planning_area":null,"fire_district":null,"floor_area_ratio_pct":null,"lot_d_m":null,"lot_w_m":null,"site_area_m2":null,"use_district":null},"site_area_m2":200.0,"site_conditions":{"_caveat":"★ 無落雪は雪を載せたまま保持するため積雪荷重が支配的。標茶/弟子屈の実 垂直積雪量 (道東は 80〜120cm 級) では 1.3 kN/㎡ を上回る可能性大 → 構造設計者が実測値で再算定必須 (現値は暫定)。","_review_note":"令86条 多雪区域。積雪荷重 = 30N/㎡/cm × 垂直積雪量。structural-engine と整合させ 1.3 kN/㎡ に統一 (旧 1.0 と不整合だった)。","climate_zone":"1 地域 (北海道道東、省エネ基準)","frost_depth_mm":1200,"roof_type":"無落雪 (フラット) — 雪を屋根上に保持、内部排水 (スノーダクト) + 融雪。落雪なし (道場の玄関出入り安全)","salt_air_zone":"非該当 (内陸の場合)","snow_handling":"無落雪のため積雪荷重を低減せず全量を構造で保持。外周パラペット兼用軒 + 内樋。","snow_load_kn_m2":1.3},"slug":"famous-soluna-kumaushi","snow_depth_design_m":1.3,"snow_load_kn_m2":1.8,"supervisor":{"_note":"建築士法 22 条の 3 工事監理者。確認申請時に記入。設計者と兼務可。","_supervisor_kenchikushi_class_note":"実工事監理者未確定段階のため kenchikushi_class を null 化。確認申請時に確定。","kanri_kenchikushi_name":null,"kanri_kenchikushi_number":null,"office_name":null,"office_registration":null,"supervisor_kenchikushi_class":null,"supervisor_name":null},"tax_treatment":"10% 税込 (本体工事費)","wind_speed_design_m_s":34,"wind_zone":2,"zoning":"都市計画区域外 (用途地域 指定なし)"},"spec_version":"1.0.0"}