{"$schema":"https://bim.house/spec/v1.json","audit":{"checks":{"building_coverage":{"built_area_m2":1494.961776,"coverage_pct":26.149410110197657,"limit_pct":70.0,"pass":true,"site_area_m2":5717.0},"daylight":{"actual_ratio":0.20833333333333334,"floor_area_m2":1128.9599999999996,"pass":true,"window_area_m2":235.19999999999993},"floor_area_ratio":{"far_pct":19.747419975511622,"gross_floor_m2":1128.9599999999996,"limit_pct":200.0,"pass":true},"north_slope":{"max_height_mm":12000,"pass":true},"road_slope":{"max_height_mm":12000,"pass":true},"ventilation":{"actual_ratio":0.10416666666666667,"pass":true}},"engine":"houki v1","overall_pass":true},"elements":[{"cls":"IFCSITE","d":80000,"descr":"Real site: 愛媛県大洲市肱川町大谷 2660 番地、旧 大谷小学校。敷地 5,717 ㎡。延床: 校舎 831 ㎡ + 体育館 797 ㎡。★ OCTAGONAL plan (八角形 校舎 2F + 八角形 体育館 1F)、中心軸対称、教室が放射状に配置 = H4-H6 cohort の rare architectural typology。構造: 鉄筋コンクリート + 鉄骨、新耐震基準 (耐震性あり)。建築 平成 4 年・6 年 (1992/1994)、閉校 平成 26 年 3 月 31 日 (2014)。アクセス: 高速松山自動車道 大洲 IC 下車 45 分。連絡先: 大洲市教育委員会 教育総務課 0893-24-1729。Site context: 大洲市 = 「伊予の小京都」、肱川 valley は山深い 渓谷集落、霧の名所 (肱川あらし、年 100 日)。大谷集落は 50 人規模。Material palette: 1992-1994 RC + 鉄骨 retain / 八角形 octagonal plan / 中央 column + 8 周柱 + 放射 beams / 肱川 渓谷 view / 霧 fog monitoring / 大洲杉 / 肱川石 (現地石) / PV 18kW + 雨水利用。Adaptive reuse: 「Octagonal Hyper-Local Forum」= 8 way ハッカソン・サミット・ワークショップ会場 + 渓谷リトリート。1F 中央プラザ (octagonal atrium、放射 8 sectors)、2F 8 寮室 (各 100㎡)、八角形体育館 → octagonal 大ホール。八角形 plan の structural integrity を strict retain。","h":300,"id":"e1","label":"旧大谷小学校 (愛媛県大洲市肱川町大谷 2660) 敷地 5,717㎡","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"box","w":100000,"x":5000,"y":5000,"z":-300},{"cls":"IFCBUILDINGELEMENTPROXY","d":4000,"descr":"校舎西側 → 肱川本流方向の渓谷 view 軸。霧の名所 (肱川あらし) の発生地、年 100 日 朝霧。2F 8 寮室のうち西側 3 室は渓谷 view 直接、東側 5 室は山並 view。view 軸は octagonal plan の 8 方位の 1 セクション (西 45°) を中心とする。","floor":1,"h":50,"id":"e2","label":"肱川 渓谷 view 軸 (W → 肱川本流 1.2km)","rotation":0.0,"shape":"box","w":30000,"x":8000,"y":38000,"z":0},{"cls":"IFCBUILDINGELEMENTPROXY","d":0,"descr":"肱川あらし monitoring station、年 100 日発生の朝霧を温湿度・視程・風速 sensor で連続記録。データは Octagonal Hyper-Local Forum の サミット参加者向け open dataset として公開。八角形 plan の中心軸延長線上に設置。","floor":1,"h":4500,"id":"e3","label":"霧 fog monitoring station (肱川あらし)","rotation":0.0,"shape":"cylinder","w":400,"x":22000,"y":45000,"z":0},{"cls":"IFCBUILDINGELEMENTPROXY","d":80000,"descr":"肱川町 大谷 (標高 ~200m)、冬期 最低 -3°C base。凍結融解 cycle は本州山間部 typical で 90 cycles/year。1992-1994 cohort RC は耐震 OK だが、表面 patina 進行中。外断熱 ETICS 60mm + 大洲杉 cladding で 1992 RC retain を保護。","floor":1,"h":200,"id":"e4","label":"現地 凍結融解 cycle (山間 渓谷 -3°C base)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"box","w":100000,"x":5000,"y":5000,"z":0},{"cls":"IFCCOLUMN","d":0,"descr":"1992 年築 RC 中央柱 φ600、八角形 plan の structural keystone。中央プラザ (octagonal atrium) の核、放射 beams 8 本がここから 8 周柱へ伸びる。1992 cohort 規定 SD345 主筋、新耐震 OK、retain。周囲 1.2m 範囲は触れる column として保護被覆なしで露出 (Iwan Baan-grade)。","floor":1,"h":6600,"id":"e5","label":"校舎 中央 RC column (八角形 中心軸, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"cylinder","structural":{"axial_capacity_kn":1500.0,"load_bearing":true,"seismic_grade":"2"},"w":300,"x":40000,"y":40000,"z":0},{"cls":"IFCCOLUMN","d":0,"descr":"1992 年築 RC 周柱 φ500、八角形 plan の 8 頂点。中央 column と放射 beams で接続、八角形 plan の structural integrity を担う。1992 cohort 規定 SD345 主筋、新耐震 OK、retain。頂点方位 0° (0=東, 反時計回り)。外断熱 ETICS 60mm + 大洲杉 cladding で被覆。","floor":1,"h":6600,"id":"e6","label":"校舎 八角形 周 RC column #1/8 (頂点 0°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"cylinder","structural":{"axial_capacity_kn":1500.0,"load_bearing":true,"seismic_grade":"2"},"w":250,"x":52000,"y":40000,"z":0},{"cls":"IFCCOLUMN","d":0,"descr":"1992 年築 RC 周柱 φ500、八角形 plan の 8 頂点。中央 column と放射 beams で接続、八角形 plan の structural integrity を担う。1992 cohort 規定 SD345 主筋、新耐震 OK、retain。頂点方位 45° (0=東, 反時計回り)。外断熱 ETICS 60mm + 大洲杉 cladding で被覆。","floor":1,"h":6600,"id":"e7","label":"校舎 八角形 周 RC column #2/8 (頂点 45°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"cylinder","structural":{"axial_capacity_kn":1500.0,"load_bearing":true,"seismic_grade":"2"},"w":250,"x":48485,"y":48485,"z":0},{"cls":"IFCCOLUMN","d":0,"descr":"1992 年築 RC 周柱 φ500、八角形 plan の 8 頂点。中央 column と放射 beams で接続、八角形 plan の structural integrity を担う。1992 cohort 規定 SD345 主筋、新耐震 OK、retain。頂点方位 90° (0=東, 反時計回り)。外断熱 ETICS 60mm + 大洲杉 cladding で被覆。","floor":1,"h":6600,"id":"e8","label":"校舎 八角形 周 RC column #3/8 (頂点 90°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"cylinder","structural":{"axial_capacity_kn":1500.0,"load_bearing":true,"seismic_grade":"2"},"w":250,"x":40000,"y":52000,"z":0},{"cls":"IFCCOLUMN","d":0,"descr":"1992 年築 RC 周柱 φ500、八角形 plan の 8 頂点。中央 column と放射 beams で接続、八角形 plan の structural integrity を担う。1992 cohort 規定 SD345 主筋、新耐震 OK、retain。頂点方位 135° (0=東, 反時計回り)。外断熱 ETICS 60mm + 大洲杉 cladding で被覆。","floor":1,"h":6600,"id":"e9","label":"校舎 八角形 周 RC column #4/8 (頂点 135°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"cylinder","structural":{"axial_capacity_kn":1500.0,"load_bearing":true,"seismic_grade":"2"},"w":250,"x":31514,"y":48485,"z":0},{"cls":"IFCCOLUMN","d":0,"descr":"1992 年築 RC 周柱 φ500、八角形 plan の 8 頂点。中央 column と放射 beams で接続、八角形 plan の structural integrity を担う。1992 cohort 規定 SD345 主筋、新耐震 OK、retain。頂点方位 180° (0=東, 反時計回り)。外断熱 ETICS 60mm + 大洲杉 cladding で被覆。","floor":1,"h":6600,"id":"e10","label":"校舎 八角形 周 RC column #5/8 (頂点 180°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"cylinder","structural":{"axial_capacity_kn":1500.0,"load_bearing":true,"seismic_grade":"2"},"w":250,"x":28000,"y":40000,"z":0},{"cls":"IFCCOLUMN","d":0,"descr":"1992 年築 RC 周柱 φ500、八角形 plan の 8 頂点。中央 column と放射 beams で接続、八角形 plan の structural integrity を担う。1992 cohort 規定 SD345 主筋、新耐震 OK、retain。頂点方位 225° (0=東, 反時計回り)。外断熱 ETICS 60mm + 大洲杉 cladding で被覆。","floor":1,"h":6600,"id":"e11","label":"校舎 八角形 周 RC column #6/8 (頂点 225°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"cylinder","structural":{"axial_capacity_kn":1500.0,"load_bearing":true,"seismic_grade":"2"},"w":250,"x":31514,"y":31514,"z":0},{"cls":"IFCCOLUMN","d":0,"descr":"1992 年築 RC 周柱 φ500、八角形 plan の 8 頂点。中央 column と放射 beams で接続、八角形 plan の structural integrity を担う。1992 cohort 規定 SD345 主筋、新耐震 OK、retain。頂点方位 270° (0=東, 反時計回り)。外断熱 ETICS 60mm + 大洲杉 cladding で被覆。","floor":1,"h":6600,"id":"e12","label":"校舎 八角形 周 RC column #7/8 (頂点 270°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"cylinder","structural":{"axial_capacity_kn":1500.0,"load_bearing":true,"seismic_grade":"2"},"w":250,"x":39999,"y":28000,"z":0},{"cls":"IFCCOLUMN","d":0,"descr":"1992 年築 RC 周柱 φ500、八角形 plan の 8 頂点。中央 column と放射 beams で接続、八角形 plan の structural integrity を担う。1992 cohort 規定 SD345 主筋、新耐震 OK、retain。頂点方位 315° (0=東, 反時計回り)。外断熱 ETICS 60mm + 大洲杉 cladding で被覆。","floor":1,"h":6600,"id":"e13","label":"校舎 八角形 周 RC column #8/8 (頂点 315°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"cylinder","structural":{"axial_capacity_kn":1500.0,"load_bearing":true,"seismic_grade":"2"},"w":250,"x":48485,"y":31514,"z":0},{"cls":"IFCBEAM","d":300,"descr":"1992 年築 RC 放射梁 300×600、中央 column → 周柱 #1。八角形 plan の 8 sectors を仕切る structural beam、octagonal atrium の voids も この beam grid に従う。1992 cohort 規定 retain、補修 epoxy injection のみ。","floor":1,"h":600,"id":"e14","label":"校舎 1F 天井 放射 RC beam #1/8 (中央→頂点0°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"box","structural":{"axial_capacity_kn":800.0,"load_bearing":true,"seismic_grade":"2"},"w":11750,"x":40000,"y":40000,"z":2700},{"cls":"IFCBEAM","d":300,"descr":"1992 年築 RC 放射梁 300×600、中央 column → 周柱 #2。八角形 plan の 8 sectors を仕切る structural beam、octagonal atrium の voids も この beam grid に従う。1992 cohort 規定 retain、補修 epoxy injection のみ。","floor":1,"h":600,"id":"e15","label":"校舎 1F 天井 放射 RC beam #2/8 (中央→頂点45°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.7853981633974483,"shape":"box","structural":{"axial_capacity_kn":800.0,"load_bearing":true,"seismic_grade":"2"},"w":11750,"x":40000,"y":40000,"z":2700},{"cls":"IFCBEAM","d":300,"descr":"1992 年築 RC 放射梁 300×600、中央 column → 周柱 #3。八角形 plan の 8 sectors を仕切る structural beam、octagonal atrium の voids も この beam grid に従う。1992 cohort 規定 retain、補修 epoxy injection のみ。","floor":1,"h":600,"id":"e16","label":"校舎 1F 天井 放射 RC beam #3/8 (中央→頂点90°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":1.5707963267948966,"shape":"box","structural":{"axial_capacity_kn":800.0,"load_bearing":true,"seismic_grade":"2"},"w":11750,"x":40000,"y":40000,"z":2700},{"cls":"IFCBEAM","d":300,"descr":"1992 年築 RC 放射梁 300×600、中央 column → 周柱 #4。八角形 plan の 8 sectors を仕切る structural beam、octagonal atrium の voids も この beam grid に従う。1992 cohort 規定 retain、補修 epoxy injection のみ。","floor":1,"h":600,"id":"e17","label":"校舎 1F 天井 放射 RC beam #4/8 (中央→頂点135°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":2.356194490192345,"shape":"box","structural":{"axial_capacity_kn":800.0,"load_bearing":true,"seismic_grade":"2"},"w":11750,"x":40000,"y":40000,"z":2700},{"cls":"IFCBEAM","d":300,"descr":"1992 年築 RC 放射梁 300×600、中央 column → 周柱 #5。八角形 plan の 8 sectors を仕切る structural beam、octagonal atrium の voids も この beam grid に従う。1992 cohort 規定 retain、補修 epoxy injection のみ。","floor":1,"h":600,"id":"e18","label":"校舎 1F 天井 放射 RC beam #5/8 (中央→頂点180°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":3.141592653589793,"shape":"box","structural":{"axial_capacity_kn":800.0,"load_bearing":true,"seismic_grade":"2"},"w":11750,"x":40000,"y":40000,"z":2700},{"cls":"IFCBEAM","d":300,"descr":"1992 年築 RC 放射梁 300×600、中央 column → 周柱 #6。八角形 plan の 8 sectors を仕切る structural beam、octagonal atrium の voids も この beam grid に従う。1992 cohort 規定 retain、補修 epoxy injection のみ。","floor":1,"h":600,"id":"e19","label":"校舎 1F 天井 放射 RC beam #6/8 (中央→頂点225°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":3.9269908169872414,"shape":"box","structural":{"axial_capacity_kn":800.0,"load_bearing":true,"seismic_grade":"2"},"w":11750,"x":40000,"y":40000,"z":2700},{"cls":"IFCBEAM","d":300,"descr":"1992 年築 RC 放射梁 300×600、中央 column → 周柱 #7。八角形 plan の 8 sectors を仕切る structural beam、octagonal atrium の voids も この beam grid に従う。1992 cohort 規定 retain、補修 epoxy injection のみ。","floor":1,"h":600,"id":"e20","label":"校舎 1F 天井 放射 RC beam #7/8 (中央→頂点270°, 1992 retain)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":4.71238898038469,"shape":"box","structural":{"axial_capacity_kn":800.0,"load_bearing":true,"seismic_grade":"2"},"w":11750,"x":40000,"y":40000,"z":2700},{"cls":"IFCBEAM","d":300,"descr":"1992 年築 RC 放射梁 300×600、中央 column → 周柱 #8。八角形 plan の 8 sectors を仕切る structural beam、octagonal atrium の voids も この beam grid に従う。1992 cohort 規定 retain、補修 epoxy injection のみ。","floor":1,"h":600,"id":"e21","label":"校舎 1F 天井 放射 RC beam #8/8 (中央→頂点315°, 1992 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ステンレス、WC = タイル。床下 XPS 80 + 放射床暖房 (ヒートポンプ HP)。","floor":1,"h":180,"id":"e82","label":"校舎 1F sector #4/8 床 (暗室, 1992 RC retain + 仕上)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":4.319689898685965,"shape":"box","w":8400,"x":35300,"y":41946,"z":0},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain。八角形 sector #5 ≒ 100㎡ の床。adaptive reuse プログラム: workshop。仕上は用途別: スタジオ/library = 大洲杉 無垢、cafe = 肱川石、暗室 = ゴム床、workshop = ポリウレタン、厨房 = ステンレス、WC = タイル。床下 XPS 80 + 放射床暖房 (ヒートポンプ HP)。","floor":1,"h":180,"id":"e83","label":"校舎 1F sector #5/8 床 (workshop, 1992 RC retain + 仕上)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":5.105088062083414,"shape":"box","w":8400,"x":35300,"y":38053,"z":0},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain。八角形 sector #6 ≒ 100㎡ の床。adaptive reuse プログラム: レクチャー。仕上は用途別: スタジオ/library = 大洲杉 無垢、cafe = 肱川石、暗室 = ゴム床、workshop = ポリウレタン、厨房 = ステンレス、WC = タイル。床下 XPS 80 + 放射床暖房 (ヒートポンプ HP)。","floor":1,"h":180,"id":"e84","label":"校舎 1F sector #6/8 床 (レクチャー, 1992 RC retain + 仕上)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":5.890486225480862,"shape":"box","w":8400,"x":38053,"y":35300,"z":0},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain。八角形 sector #7 ≒ 100㎡ の床。adaptive reuse プログラム: 厨房。仕上は用途別: スタジオ/library = 大洲杉 無垢、cafe = 肱川石、暗室 = ゴム床、workshop = ポリウレタン、厨房 = ステンレス、WC = タイル。床下 XPS 80 + 放射床暖房 (ヒートポンプ HP)。","floor":1,"h":180,"id":"e85","label":"校舎 1F sector #7/8 床 (厨房, 1992 RC retain + 仕上)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":6.675884388878311,"shape":"box","w":8400,"x":41946,"y":35300,"z":0},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain。八角形 sector #8 ≒ 100㎡ の床。adaptive reuse プログラム: WC。仕上は用途別: スタジオ/library = 大洲杉 無垢、cafe = 肱川石、暗室 = ゴム床、workshop = ポリウレタン、厨房 = ステンレス、WC = タイル。床下 XPS 80 + 放射床暖房 (ヒートポンプ HP)。","floor":1,"h":180,"id":"e86","label":"校舎 1F sector #8/8 床 (WC, 1992 RC retain + 仕上)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":7.461282552275758,"shape":"box","w":8400,"x":44699,"y":38053,"z":0},{"cls":"IFCSLAB","d":0,"descr":"2F 中央は 1F atrium への 吹抜 (voids)、床は周縁のみ。中央 column 周囲 直径 6m が atrium 開口、structural ring beam で保持。","floor":1,"h":150,"id":"e87","label":"校舎 2F 中央 voids 床 (1992 RC retain, atrium 吹抜)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":0.0,"shape":"cylinder","w":200,"x":40000,"y":40000,"z":3300},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain + 大洲杉 (現地杉、Cryptomeria japonica) t=30 無垢 フローリング。2F sector #1 = 寮室 #1 (約 100㎡ 大型 retreat 室)。床下 XPS 80 + 放射床暖房。各寮室は八角形 1 sector に対応、中央 atrium voids への内向き窓 + 外周大窓で 2 面採光。","floor":1,"h":180,"id":"e88","label":"校舎 2F sector #1/8 床 (寮室 #1, 大洲杉 無垢 t=30)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":1.9634954084936207,"shape":"box","w":8400,"x":44699,"y":41946,"z":3300},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain + 大洲杉 (現地杉、Cryptomeria japonica) t=30 無垢 フローリング。2F sector #2 = 寮室 #2 (約 100㎡ 大型 retreat 室)。床下 XPS 80 + 放射床暖房。各寮室は八角形 1 sector に対応、中央 atrium voids への内向き窓 + 外周大窓で 2 面採光。","floor":1,"h":180,"id":"e89","label":"校舎 2F sector #2/8 床 (寮室 #2, 大洲杉 無垢 t=30)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":2.748893571891069,"shape":"box","w":8400,"x":41946,"y":44699,"z":3300},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain + 大洲杉 (現地杉、Cryptomeria japonica) t=30 無垢 フローリング。2F sector #3 = 寮室 #3 (約 100㎡ 大型 retreat 室)。床下 XPS 80 + 放射床暖房。各寮室は八角形 1 sector に対応、中央 atrium voids への内向き窓 + 外周大窓で 2 面採光。","floor":1,"h":180,"id":"e90","label":"校舎 2F sector #3/8 床 (寮室 #3, 大洲杉 無垢 t=30)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":3.5342917352885173,"shape":"box","w":8400,"x":38053,"y":44699,"z":3300},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain + 大洲杉 (現地杉、Cryptomeria japonica) t=30 無垢 フローリング。2F sector #4 = 寮室 #4 (約 100㎡ 大型 retreat 室)。床下 XPS 80 + 放射床暖房。各寮室は八角形 1 sector に対応、中央 atrium voids への内向き窓 + 外周大窓で 2 面採光。","floor":1,"h":180,"id":"e91","label":"校舎 2F sector #4/8 床 (寮室 #4, 大洲杉 無垢 t=30)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":4.319689898685965,"shape":"box","w":8400,"x":35300,"y":41946,"z":3300},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain + 大洲杉 (現地杉、Cryptomeria japonica) t=30 無垢 フローリング。2F sector #5 = 寮室 #5 (約 100㎡ 大型 retreat 室)。床下 XPS 80 + 放射床暖房。各寮室は八角形 1 sector に対応、中央 atrium voids への内向き窓 + 外周大窓で 2 面採光。","floor":1,"h":180,"id":"e92","label":"校舎 2F sector #5/8 床 (寮室 #5, 大洲杉 無垢 t=30)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":5.105088062083414,"shape":"box","w":8400,"x":35300,"y":38053,"z":3300},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain + 大洲杉 (現地杉、Cryptomeria japonica) t=30 無垢 フローリング。2F sector #6 = 寮室 #6 (約 100㎡ 大型 retreat 室)。床下 XPS 80 + 放射床暖房。各寮室は八角形 1 sector に対応、中央 atrium voids への内向き窓 + 外周大窓で 2 面採光。","floor":1,"h":180,"id":"e93","label":"校舎 2F sector #6/8 床 (寮室 #6, 大洲杉 無垢 t=30)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":5.890486225480862,"shape":"box","w":8400,"x":38053,"y":35300,"z":3300},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain + 大洲杉 (現地杉、Cryptomeria japonica) t=30 無垢 フローリング。2F sector #7 = 寮室 #7 (約 100㎡ 大型 retreat 室)。床下 XPS 80 + 放射床暖房。各寮室は八角形 1 sector に対応、中央 atrium voids への内向き窓 + 外周大窓で 2 面採光。","floor":1,"h":180,"id":"e94","label":"校舎 2F sector #7/8 床 (寮室 #7, 大洲杉 無垢 t=30)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":6.675884388878311,"shape":"box","w":8400,"x":41946,"y":35300,"z":3300},{"cls":"IFCSLAB","d":8400,"descr":"1992 RC slab t=150 retain + 大洲杉 (現地杉、Cryptomeria japonica) t=30 無垢 フローリング。2F sector #8 = 寮室 #8 (約 100㎡ 大型 retreat 室)。床下 XPS 80 + 放射床暖房。各寮室は八角形 1 sector に対応、中央 atrium voids への内向き窓 + 外周大窓で 2 面採光。","floor":1,"h":180,"id":"e95","label":"校舎 2F sector #8/8 床 (寮室 #8, 大洲杉 無垢 t=30)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":7.461282552275758,"shape":"box","w":8400,"x":44699,"y":38053,"z":3300},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort sector #1 外周中央 大窓、開口 2.4m × 2.0m。Triple-glazed argon Uw=1.0、Low-E coating。西側 sector (#4-#5) は 肱川 渓谷 view、東側 sector は山並 view。1992 cohort の original window rhythm は preserved。","floor":1,"h":2000,"id":"e96","label":"校舎 1F sector #1/8 外周 大窓 (肱川 view, Triple-glazed)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":1.9634954084936207,"shape":"box","w":2400,"x":50242,"y":44242,"z":800},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort small window 0.8m × 1.0m、Low-E argon ペア更新。sector の左端、便所・収納・廊下の自然採光。","floor":1,"h":1000,"id":"e97","label":"校舎 1F sector #1/8 外周 small 窓 L (Low-E pair)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":1.9634954084936207,"shape":"box","w":800,"x":51414,"y":41414,"z":1200},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort small window 0.8m × 1.0m、Low-E argon ペア。sector の右端、収納・廊下・ニッチの自然採光。","floor":1,"h":1000,"id":"e98","label":"校舎 1F sector #1/8 外周 small 窓 R (Low-E pair)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":1.9634954084936207,"shape":"box","w":800,"x":49071,"y":47071,"z":1200},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort sector #2 外周中央 大窓、開口 2.4m × 2.0m。Triple-glazed argon Uw=1.0、Low-E coating。西側 sector (#4-#5) は 肱川 渓谷 view、東側 sector は山並 view。1992 cohort の original window rhythm は preserved。","floor":1,"h":2000,"id":"e99","label":"校舎 1F sector #2/8 外周 大窓 (肱川 view, Triple-glazed)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":2.748893571891069,"shape":"box","w":2400,"x":44242,"y":50242,"z":800},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort small window 0.8m × 1.0m、Low-E argon ペア更新。sector の左端、便所・収納・廊下の自然採光。","floor":1,"h":1000,"id":"e100","label":"校舎 1F sector #2/8 外周 small 窓 L (Low-E pair)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":2.748893571891069,"shape":"box","w":800,"x":47071,"y":49071,"z":1200},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort small window 0.8m × 1.0m、Low-E argon ペア。sector の右端、収納・廊下・ニッチの自然採光。","floor":1,"h":1000,"id":"e101","label":"校舎 1F sector #2/8 外周 small 窓 R (Low-E pair)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":2.748893571891069,"shape":"box","w":800,"x":41414,"y":51414,"z":1200},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort sector #3 外周中央 大窓、開口 2.4m × 2.0m。Triple-glazed argon Uw=1.0、Low-E coating。西側 sector (#4-#5) は 肱川 渓谷 view、東側 sector は山並 view。1992 cohort の original window rhythm は preserved。","floor":1,"h":2000,"id":"e102","label":"校舎 1F sector #3/8 外周 大窓 (肱川 view, Triple-glazed)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":3.5342917352885173,"shape":"box","w":2400,"x":35757,"y":50242,"z":800},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort small window 0.8m × 1.0m、Low-E argon ペア更新。sector の左端、便所・収納・廊下の自然採光。","floor":1,"h":1000,"id":"e103","label":"校舎 1F sector #3/8 外周 small 窓 L (Low-E pair)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":3.5342917352885173,"shape":"box","w":800,"x":38585,"y":51414,"z":1200},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort small window 0.8m × 1.0m、Low-E argon ペア。sector の右端、収納・廊下・ニッチの自然採光。","floor":1,"h":1000,"id":"e104","label":"校舎 1F sector #3/8 外周 small 窓 R (Low-E pair)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":3.5342917352885173,"shape":"box","w":800,"x":32928,"y":49071,"z":1200},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort sector #4 外周中央 大窓、開口 2.4m × 2.0m。Triple-glazed argon Uw=1.0、Low-E coating。西側 sector (#4-#5) は 肱川 渓谷 view、東側 sector は山並 view。1992 cohort の original window rhythm は preserved。","floor":1,"h":2000,"id":"e105","label":"校舎 1F sector #4/8 外周 大窓 (肱川 view, Triple-glazed)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":4.319689898685965,"shape":"box","w":2400,"x":29757,"y":44242,"z":800},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort small window 0.8m × 1.0m、Low-E argon ペア更新。sector の左端、便所・収納・廊下の自然採光。","floor":1,"h":1000,"id":"e106","label":"校舎 1F sector #4/8 外周 small 窓 L (Low-E pair)","material":{"code":"GLASS","f_star":"F4","name":"Low-E ペアガラス","thickness_mm":24,"u_value_w_m2k":1.5},"rotation":4.319689898685965,"shape":"box","w":800,"x":30928,"y":47071,"z":1200},{"cls":"IFCWINDOW","d":200,"descr":"1992 cohort small window 0.8m × 1.0m、Low-E argon ペア。sector の右端、収納・廊下・ニッチの自然採光。","floor":1,"h":1000,"id":"e107","label":"校舎 1F sector #4/8 外周 small 窓 R (Low-E 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Hyper-Local Forum のサミット参加者が八方位を読み解く marker、「8 way ハッカソン」の 8 sectors を site で延長する象徴。sector 方位 90°。","floor":1,"h":1200,"id":"e317","label":"肱川石 plinth #3/8 (八角形 頂点延長, 現地石)","material":{"code":"STONE","f_star":"F4","name":"地元産石材 (駒ヶ岳安山岩 等)","thickness_mm":80},"rotation":1.5707963267948966,"shape":"box","w":800,"x":40000,"y":60000,"z":0},{"cls":"IFCBUILDINGELEMENTPROXY","d":800,"descr":"肱川石 (現地 凝灰岩、青みがかった青灰色) 自然石 plinth、八角形 校舎の頂点延長線上に 8 基。1 基 0.8m × 0.8m × 1.2m。Octagonal Hyper-Local Forum のサミット参加者が八方位を読み解く marker、「8 way ハッカソン」の 8 sectors を site で延長する象徴。sector 方位 135°。","floor":1,"h":1200,"id":"e318","label":"肱川石 plinth #4/8 (八角形 頂点延長, 現地石)","material":{"code":"STONE","f_star":"F4","name":"地元産石材 (駒ヶ岳安山岩 等)","thickness_mm":80},"rotation":2.356194490192345,"shape":"box","w":800,"x":25857,"y":54142,"z":0},{"cls":"IFCBUILDINGELEMENTPROXY","d":800,"descr":"肱川石 (現地 凝灰岩、青みがかった青灰色) 自然石 plinth、八角形 校舎の頂点延長線上に 8 基。1 基 0.8m × 0.8m × 1.2m。Octagonal Hyper-Local Forum のサミット参加者が八方位を読み解く marker、「8 way 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24kWh と雨水ポンプ駆動。雪荷重 0.5 kN/m² (愛媛 山間)。","floor":2,"h":35,"id":"e341","label":"PV panel #15 (校舎屋根 sector #7, slope)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":6.675884388878311,"shape":"box","w":1680,"x":46291,"y":34217,"z":6900},{"cls":"IFCBUILDINGELEMENTPROXY","d":980,"descr":"単結晶 PV 1700×1000mm 450W、SUS304 架台で 1992 RC 八角形 pyramidal roof のsloped sector #7 上に取付。総 18kW (40 panels × 450W) を 4 sloped sectors に集中。octagonal pyramidal roof の南向き 1/2 を自家消費発電に充当、余剰は LFP 24kWh と雨水ポンプ駆動。雪荷重 0.5 kN/m² (愛媛 山間)。","floor":2,"h":35,"id":"e342","label":"PV panel #16 (校舎屋根 sector #7, slope)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":6.675884388878311,"shape":"box","w":1680,"x":39218,"y":32478,"z":6900},{"cls":"IFCBUILDINGELEMENTPROXY","d":980,"descr":"単結晶 PV 1700×1000mm 450W、SUS304 架台で 1992 RC 八角形 pyramidal roof のsloped sector #7 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24kWh と雨水ポンプ駆動。雪荷重 0.5 kN/m² (愛媛 山間)。","floor":2,"h":35,"id":"e346","label":"PV panel #20 (校舎屋根 sector #7, slope)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":6.675884388878311,"shape":"box","w":1680,"x":45870,"y":35233,"z":6900},{"cls":"IFCBUILDINGELEMENTPROXY","d":980,"descr":"単結晶 PV 1700×1000mm 450W、SUS304 架台で 1992 RC 八角形 pyramidal roof のsloped sector #8 上に取付。総 18kW (40 panels × 450W) を 4 sloped sectors に集中。octagonal pyramidal roof の南向き 1/2 を自家消費発電に充当、余剰は LFP 24kWh と雨水ポンプ駆動。雪荷重 0.5 kN/m² (愛媛 山間)。","floor":2,"h":35,"id":"e347","label":"PV panel #21 (校舎屋根 sector #8, slope)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":7.461282552275758,"shape":"box","w":1680,"x":45782,"y":33708,"z":6900},{"cls":"IFCBUILDINGELEMENTPROXY","d":980,"descr":"単結晶 PV 1700×1000mm 450W、SUS304 架台で 1992 RC 八角形 pyramidal roof のsloped sector #8 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24kWh と雨水ポンプ駆動。雪荷重 0.5 kN/m² (愛媛 山間)。","floor":2,"h":35,"id":"e351","label":"PV panel #25 (校舎屋根 sector #8, slope)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":7.461282552275758,"shape":"box","w":1680,"x":48537,"y":40360,"z":6900},{"cls":"IFCBUILDINGELEMENTPROXY","d":980,"descr":"単結晶 PV 1700×1000mm 450W、SUS304 架台で 1992 RC 八角形 pyramidal roof のsloped sector #8 上に取付。総 18kW (40 panels × 450W) を 4 sloped sectors に集中。octagonal pyramidal roof の南向き 1/2 を自家消費発電に充当、余剰は LFP 24kWh と雨水ポンプ駆動。雪荷重 0.5 kN/m² (愛媛 山間)。","floor":2,"h":35,"id":"e352","label":"PV panel #26 (校舎屋根 sector #8, slope)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":7.461282552275758,"shape":"box","w":1680,"x":44766,"y":34129,"z":6900},{"cls":"IFCBUILDINGELEMENTPROXY","d":980,"descr":"単結晶 PV 1700×1000mm 450W、SUS304 架台で 1992 RC 八角形 pyramidal roof のsloped sector #8 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24kWh と雨水ポンプ駆動。雪荷重 0.5 kN/m² (愛媛 山間)。","floor":2,"h":35,"id":"e356","label":"PV panel #30 (校舎屋根 sector #8, slope)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":7.461282552275758,"shape":"box","w":1680,"x":47521,"y":40781,"z":6900},{"cls":"IFCBUILDINGELEMENTPROXY","d":980,"descr":"単結晶 PV 1700×1000mm 450W、SUS304 架台で 1992 RC 八角形 pyramidal roof のsloped sector #1 上に取付。総 18kW (40 panels × 450W) を 4 sloped sectors に集中。octagonal pyramidal roof の南向き 1/2 を自家消費発電に充当、余剰は LFP 24kWh と雨水ポンプ駆動。雪荷重 0.5 kN/m² (愛媛 山間)。","floor":2,"h":35,"id":"e357","label":"PV panel #31 (校舎屋根 sector #1, slope)","material":{"code":"RC","f_star":"F4","fire_rating_min":60,"name":"鉄筋コンクリート","thickness_mm":200,"u_value_w_m2k":0.35},"rotation":1.9634954084936207,"shape":"box","w":1680,"x":48537,"y":39639,"z":6900},{"cls":"IFCBUILDINGELEMENTPROXY","d":980,"descr":"単結晶 PV 1700×1000mm 450W、SUS304 架台で 1992 RC 八角形 pyramidal roof のsloped sector #1 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