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Pier_v1/Code/교각모델링앱/data/_템플릿/운곡교P1형/anchors.json
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ahnyongjooandClaude Sonnet 5.5 964a841de1 chore(rebar): Pier_T_rebar 작업 폴더 초기 구성 및 외부 의존 파일 통합 
- Code\rebar_pipeline, review_pipeline, pier-program을 정션에서 실제 폴더로 전환
- Code\rhino_mcp 및 CLAUDE_rhino배경.md 추가, .mcp.json은 PYTHONPATH로 새 위치 사용
- pier-program 내부 .git 제거(이력은 backup\pier-program_20261028.bundle에 보관)
- worktree 가이드 반영(CLAUDE.local.md, HANDOFF.md)
- D:\Rhino-MCP 경로 참조를 새 위치로 치환

Co-Authored-By: Claude Sonnet 5.5 <noreply@anthropic.com>
2026-10-28 11:20:18 +09:00

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"CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 2}, "expected:G3.schedule.B10.0": {"v": 33684, "hits": [{"text": "33.684", "x": 43188.4, "y": 25219.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G3.schedule.B9.0": {"v": 2155, "hits": [{"text": "2.155", "x": 19540.6, "y": 20539.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G3.schedule.B8.0": {"v": 9150, "hits": [{"text": "9.150", "x": 43290.6, "y": 28099.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "9.150", "x": 29596.3, "y": 24499.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "9.150", "x": 29596.3, "y": 25579.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "9.150", "x": 29596.3, "y": 28099.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "9.150", "x": 29596.3, "y": 28459.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "9.150", "x": 29596.3, "y": 28819.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G3.schedule.B7.0": {"v": 9550, "hits": [{"text": "9.550", "x": 43290.6, "y": 25579.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "9.550", "x": 43290.6, "y": 28819.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G3.schedule.B6.0": {"v": 13050, "hits": [{"text": "13.050", "x": 43188.4, "y": 28459.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G3.schedule.B5.0": {"v": 9550, "hits": [{"text": "9.550", "x": 43290.6, "y": 25579.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "9.550", "x": 43290.6, "y": 28819.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G3.schedule.B4.0": {"v": 7600, "hits": [{"text": "7.600", "x": 43290.6, "y": 26659.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "7.600", "x": 29596.3, "y": 24139.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "7.600", "x": 29596.3, "y": 25939.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "7.600", "x": 29596.3, "y": 26659.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "7.600", "x": 29596.3, "y": 27019.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "7.600", "x": 29596.3, "y": 27379.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G3.schedule.B3.0": {"v": 8000, "hits": [{"text": "8.000", "x": 43290.6, "y": 25939.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "8.000", "x": 43290.6, "y": 27379.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G3.schedule.B2.0": {"v": 11500, "hits": [{"text": "11.500", "x": 43188.4, "y": 27019.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G3.schedule.B1.0": {"v": 8000, "hits": [{"text": "8.000", "x": 43290.6, "y": 25939.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "8.000", "x": 43290.6, "y": 27379.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.step_top.5": {"v": 43698, "hits": [{"text": "EL. 43.698", "x": 18443.1, "y": 20261.8, "layer": "CS-DIMT", "dwg": "D1", "kind": "EL"}], "shared": 4}, "expected:G4.step_top.3": {"v": 43555, "hits": [{"text": "EL. 43.555", "x": 26179.8, "y": 20319.3, "layer": "CS-DIMT", "dwg": "D1", "kind": "EL"}], "shared": 4}, "expected:G4.step_top.1": {"v": 43411, "hits": [{"text": "EL. 43.411", "x": 4867.8, "y": 20175.6, "layer": "CS-DIMT", "dwg": "D1", "kind": "EL"}], "shared": 4}, "expected:G4.y13_chain.end": {"v": 3000, "hits": [{"text": "3.000", "x": 82781.0, "y": -178401.9, "layer": "CS-DIMT", "dwg": "D1", "kind": "m"}, {"text": "3.000", "x": 62481.0, "y": -178401.9, "layer": "CS-DIMT", "dwg": "D1", "kind": "m"}], "shared": 1}, "expected:G4.y24_chain.end": {"v": 3000, "hits": [{"text": "3.000", "x": 82781.0, "y": -178401.9, "layer": "CS-DIMT", "dwg": "D1", "kind": "m"}, {"text": "3.000", "x": 62481.0, "y": -178401.9, "layer": "CS-DIMT", "dwg": "D1", "kind": "m"}], "shared": 1}, "expected:G4.range_convention.a_sched.b": {"v": 1407, "hits": [{"text": "1.407", "x": 5846.3, "y": 26659.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "1.407", "x": 5846.3, "y": 26299.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "1.407", "x": 5846.3, "y": 25939.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "1.407", "x": 7346.3, "y": 25579.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "1.407", "x": 7346.3, "y": 25219.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 2}, "expected:G4.range_convention.b_sched.a": {"v": 1407, "hits": [{"text": "1.407", "x": 5846.3, "y": 26659.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "1.407", "x": 5846.3, "y": 26299.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "1.407", "x": 5846.3, "y": 25939.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "1.407", "x": 7346.3, "y": 25579.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "1.407", "x": 7346.3, "y": 25219.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 2}, "expected:G4.range.C10.2": {"v": 2998, "hits": [{"text": "2.998", "x": 7346.3, "y": 26299.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.range.C10.1": {"v": 2998, "hits": [{"text": "2.998", "x": 7346.3, "y": 26299.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.S1": {"v": 3800, "hits": [{"text": "3.800", "x": 19540.6, "y": 21619.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 2}, "expected:G4.L.C16": {"v": 5611, "hits": [{"text": "5.611", "x": 19540.6, "y": 23059.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C15": {"v": 2784, "hits": [{"text": "2.784", "x": 19540.6, "y": 23419.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C14": {"v": 3600, "hits": [{"text": "3.600", "x": 19540.6, "y": 23779.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C13": {"v": 29345, "hits": [{"text": "29.345", "x": 19438.4, "y": 25219.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C12": {"v": 20513, "hits": [{"text": "20.513", "x": 19438.4, "y": 25579.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C11": {"v": 8934, "hits": [{"text": "8.934", "x": 19540.6, "y": 25939.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C10": {"v": 10310, "hits": [{"text": "10.310", "x": 19438.4, "y": 26299.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C9": {"v": 8647, "hits": [{"text": "8.647", "x": 19540.6, "y": 26659.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C8": {"v": 13994, "hits": [{"text": "13.994", "x": 19438.4, "y": 27739.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "13.994", "x": 19438.4, "y": 27379.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C7": {"v": 13994, "hits": [{"text": "13.994", "x": 19438.4, "y": 27739.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "13.994", "x": 19438.4, "y": 27379.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C6": {"v": 12106, "hits": [{"text": "12.106", "x": 19438.4, "y": 29179.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "12.106", "x": 19438.4, "y": 28099.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C5": {"v": 12081, "hits": [{"text": "12.081", "x": 19438.4, "y": 29539.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "12.081", "x": 19438.4, "y": 28459.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C4": {"v": 14490, "hits": [{"text": "14.490", "x": 19438.4, "y": 29899.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "14.490", "x": 19438.4, "y": 28819.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C3": {"v": 12106, "hits": [{"text": "12.106", "x": 19438.4, "y": 29179.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "12.106", "x": 19438.4, "y": 28099.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C2": {"v": 12081, "hits": [{"text": "12.081", "x": 19438.4, "y": 29539.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "12.081", "x": 19438.4, "y": 28459.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G4.L.C1": {"v": 14490, "hits": [{"text": "14.490", "x": 19438.4, "y": 29899.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}, {"text": "14.490", "x": 19438.4, "y": 28819.8, "layer": "CS-TABL-TEX2", "dwg": "D3", "kind": "m"}], "shared": 1}, "expected:G5.el_x.10": {"v": 43887, "hits": [{"text": "43.887", "x": 24938.3, "y": 3894.5, "layer": "CS-TABL-TEX2", "dwg": "D2", "kind": "m"}], "shared": 2}, "expected:G5.el_x.9": {"v": 43816, "hits": [{"text": "43.816", "x": 24938.3, "y": 4374.5, "layer": "CS-TABL-TEX2", "dwg": "D2", "kind": "m"}], "shared": 2}, "expected:G5.el_x.8": {"v": 43744, "hits": [{"text": "43.744", "x": 24938.3, "y": 4854.5, "layer": "CS-TABL-TEX2", "dwg": "D2", "kind": "m"}], "shared": 2}, "expected:G5.el_x.7": {"v": 43672, "hits": [{"text": "43.672", "x": 24938.3, "y": 5334.5, "layer": "CS-TABL-TEX2", "dwg": "D2", "kind": "m"}], "shared": 2}, "expected:G5.el_x.6": {"v": 43600, "hits": [{"text": "43.600", "x": 24938.3, "y": 5814.5, "layer": "CS-TABL-TEX2", "dwg": "D2", "kind": "m"}], "shared": 2}, "expected:G5.el_x.5": {"v": 43912, "hits": [{"text": "43.912", "x": 24938.3, "y": 6294.5, "layer": "CS-TABL-TEX2", "dwg": "D2", "kind": "m"}], "shared": 2}, "expected:G5.el_x.4": {"v": 43840, "hits": [{"text": "43.840", "x": 24938.3, "y": 6774.5, "layer": "CS-TABL-TEX2", "dwg": "D2", "kind": "m"}], "shared": 2}, "expected:G5.el_x.3": {"v": 43768, "hits": [{"text": "43.768", "x": 24938.3, "y": 7254.5, "layer": "CS-TABL-TEX2", "dwg": "D2", "kind": "m"}], "shared": 2}, "expected:G5.el_x.2": {"v": 43697, "hits": [{"text": "43.697", "x": 24938.3, "y": 7734.5, "layer": "CS-TABL-TEX2", "dwg": "D2", "kind": "m"}], "shared": 2}, "expected:G5.el_x.1": {"v": 43625, "hits": [{"text": "43.625", "x": 24938.3, "y": 8214.5, "layer": "CS-TABL-TEX2", "dwg": "D2", "kind": "m"}], "shared": 2}}, "landmarks": [{"text": "평면도", "x": 11401.6, "y": 32024.5, "dwg": "D1"}, {"text": "※ 띠철근 배근 상세", "x": 33944.1, "y": 15763.7, "dwg": "D1"}, {"text": "배근 간격의 1/2지점에 첫 번째 띠철근이 위치", "x": 34519.7, "y": 14441.9, "dwg": "D1"}, {"text": "2. 시공 이음부 첫번째 배근 위치", "x": 34181.2, "y": 14944.5, "dwg": "D1"}, {"text": "- 단면 변화부(기초상단, 코핑하단)에서 일반구간", "x": 34347.7, "y": 14695.7, "dwg": "D1"}, {"text": "하도록 하여 시공 이음부에 띠철근이 배근되지", "x": 34519.7, "y": 14180.7, "dwg": "D1"}, {"text": "1. 띠철근 배근 간격", "x": 34181.2, "y": 15486.9, "dwg": "D1"}, {"text": "- 압축부재의 최소치수 이하 또는 300mm 이하", "x": 34347.7, "y": 15238.1, "dwg": "D1"}, {"text": "- 1/2지점에 첫 번째 띠철근이 위치하도록", "x": 34347.7, "y": 13099.6, "dwg": "D1"}, {"text": "3. 축방향 철근이 원형으로 배치된 경우", "x": 34181.2, "y": 13602.1, "dwg": "D1"}, {"text": "- 원형 띠철근의 이음 부분이 엇갈리도록 배치", "x": 34347.7, "y": 13353.4, "dwg": "D1"}, {"text": "않도록 함.", "x": 34519.7, "y": 13919.6, "dwg": "D1"}, {"text": "배근하여 시공.", "x": 34519.7, "y": 12845.7, "dwg": "D1"}, {"text": "단면도", "x": 29022.8, "y": 23925.9, "dwg": "D1"}, {"text": "정면도", "x": 10898.3, "y": 23367.1, "dwg": "D1"}, {"text": "EL. 43.411", "x": 4867.8, "y": 20175.6, "dwg": "D1"}, {"text": "EL. 43.698", "x": 18443.1, "y": 20261.8, "dwg": "D1"}, {"text": "EL. 43.555", "x": 26179.8, "y": 20319.3, "dwg": "D1"}, {"text": "단면 D-D", "x": 28517.3, "y": 30402.2, "dwg": "D1"}, {"text": "단면 E-E", "x": 34400.9, "y": 30402.2, "dwg": "D1"}, {"text": "2. 복합말뚝의 내부굴착 순서는 중앙부에서 외측으로 한다.", "x": 37531.2, "y": 5854.8, "dwg": "D1"}, {"text": "1. 말뚝 시공시 현장여건에 맞게 변경할 수 있으며, 감독원 및 김리원의 승인을 득한 후 변경할 수 있다.", "x": 37531.2, "y": 6190.8, "dwg": "D1"}, {"text": "3. 속채움 콘크리트의 규격은 fck=27 MPa", "x": 37531.2, "y": 5518.8, "dwg": "D1"}, {"text": "4. 말뚝 굴착시 도로의 좌, 우측 연변의 지하매설물을 확인하기 위해 줄파기를 수행하여야 한다.", "x": 37531.2, "y": 5182.8, "dwg": "D1"}, {"text": "5. 시공발주 후 시공상세도 작성시 가설 및 장비진입을 위한 상세 가도계획 및 교통처리계획 을", "x": 37531.2, "y": 4846.8, "dwg": "D1"}, {"text": "수립하여야 하며, 이는 감리원 및 감독원의 승인을 득한 후 시공되어야함.", "x": 37531.2, "y": 4510.8, "dwg": "D1"}, {"text": "콘크리트 : fck=40MPa (기둥, 코핑부)", "x": 44160.0, "y": 32875.2, "dwg": "D1"}, {"text": "한계상태 설계법", "x": 44160.0, "y": 33341.8, "dwg": "D1"}, {"text": "KL-510, 표준차로하중", "x": 44160.0, "y": 33808.5, "dwg": "D1"}, {"text": "설계 방법", "x": 42534.8, "y": 33343.7, "dwg": "D1"}, {"text": "재 료", "x": 42534.8, "y": 32188.2, "dwg": "D1"}, {"text": "설계 하중", "x": 42534.8, "y": 33808.5, "dwg": "D1"}, {"text": "철 근 : fy=500MPa (기둥, 기초부)", "x": 44160.0, "y": 31941.8, "dwg": "D1"}, {"text": ": fck=27MPa (기초부)", "x": 44160.0, "y": 32408.5, "dwg": "D1"}, {"text": ": fy=400MPa (코핑부)", "x": 44160.0, "y": 31475.2, "dwg": "D1"}, {"text": "B5", "x": 34021.8, "y": 10822.2, "dwg": "D1"}, {"text": "B8", "x": 33581.4, "y": 6934.3, "dwg": "D1"}, {"text": "B6", "x": 31406.4, "y": 6934.3, "dwg": "D1"}, {"text": "B7", "x": 33706.4, "y": 7595.3, "dwg": "D1"}, {"text": "횡 단 면 도", "x": 55448.7, "y": -176250.3, "dwg": "D1"}, {"text": "하부구조 제원", "x": 77517.6, "y": -193201.1, "dwg": "D1"}, {"text": "구 분", "x": 75841.6, "y": -194275.3, "dwg": "D1"}, {"text": "기초(BXL)", "x": 81730.9, "y": -194286.1, "dwg": "D1"}, {"text": "L of SLAB", "x": 71662.3, "y": -181678.0, "dwg": "D1"}, {"text": "S=(+)3.000%%%", "x": 77270.8, "y": -183824.9, "dwg": "D1"}, {"text": "S=(-)3.000%%%", "x": 65491.6, "y": -184065.6, "dwg": "D1"}, {"text": "(LEVEL)", "x": 72563.6, "y": -178986.1, "dwg": "D1"}, {"text": "(t=50mm)", "x": 80471.4, "y": -182215.8, "dwg": "D1"}, {"text": "콘크리트계교면포장", "x": 79612.4, "y": -181658.9, "dwg": "D1"}, {"text": "방음판", "x": 85291.9, "y": -181717.6, "dwg": "D1"}, {"text": "중앙부", "x": 73105.8, "y": -182232.1, "dwg": "D1"}, {"text": "지점부", "x": 70962.1, "y": -182232.1, "dwg": "D1"}, {"text": "버림콘크리트", "x": 59116.1, "y": -201944.8, "dwg": "D1"}, {"text": "fck=15MPa", "x": 59290.4, "y": -202433.0, "dwg": "D1"}, {"text": "기둥", "x": 63248.5, "y": -194725.9, "dwg": "D1"}, {"text": "fck=40MPa", "x": 62448.1, "y": -195165.2, "dwg": "D1"}, {"text": "fck=27MPa", "x": 65271.5, "y": -200280.1, "dwg": "D1"}, {"text": "기 초", "x": 66537.2, "y": -199785.0, "dwg": "D1"}, {"text": "D=600", "x": 72487.5, "y": -203459.9, "dwg": "D1"}, {"text": "(h=2.0m)", "x": 84962.3, "y": -182303.6, "dwg": "D1"}, {"text": "전답층", "x": 149767.1, "y": -187115.5, "dwg": "D1"}, {"text": "풍화토", "x": 149767.1, "y": -200615.5, "dwg": "D1"}, {"text": "풍화암", "x": 149767.1, "y": -214365.5, "dwg": "D1"}, {"text": "7/30", "x": 162867.1, "y": -187791.4, "dwg": "D1"}, {"text": "11/30", "x": 162867.1, "y": -188791.4, "dwg": "D1"}, {"text": "12/30", "x": 162867.1, "y": -189791.4, "dwg": "D1"}, {"text": "19/30", "x": 162867.1, "y": -190791.4, "dwg": "D1"}, {"text": "27/30", "x": 162867.1, "y": -191791.4, "dwg": "D1"}, {"text": "33/30", "x": 162867.1, "y": -192791.4, "dwg": "D1"}, {"text": "37/30", "x": 162867.1, "y": -193791.4, "dwg": "D1"}, {"text": "36/30", "x": 162867.1, "y": -194791.4, "dwg": "D1"}, {"text": "50/25", "x": 162867.1, "y": -195791.4, "dwg": "D1"}, {"text": "29/30", "x": 162867.1, "y": -196791.4, "dwg": "D1"}, {"text": "30/30", "x": 162867.1, "y": -197791.4, "dwg": "D1"}, {"text": "31/30", "x": 162867.1, "y": -198791.4, "dwg": "D1"}, {"text": "35/30", "x": 162867.1, "y": -199791.4, "dwg": "D1"}, {"text": "50/15", "x": 162867.1, "y": -206791.4, "dwg": "D1"}, {"text": "50/13", "x": 162867.1, "y": -207791.4, "dwg": "D1"}, {"text": "50/10", "x": 162867.1, "y": -210791.4, "dwg": "D1"}, {"text": "50/ 8", "x": 162867.1, "y": -211791.4, "dwg": "D1"}, {"text": "50/ 3", "x": 162867.1, "y": -217791.4, "dwg": "D1"}, {"text": "EL.29.30", "x": 164229.0, "y": -181175.4, "dwg": "D1"}, {"text": "NBB", "x": 160561.7, "y": -179785.6, "dwg": "D1"}, {"text": "STA.26+873.7", "x": 163037.5, "y": -219882.1, "dwg": "D1"}, {"text": "(좌6.2m)", "x": 165027.0, "y": -221899.7, "dwg": "D1"}, {"text": "봉황천(지방하천)", "x": 189191.4, "y": -196329.0, "dwg": "D1"}, {"text": "(Q=103㎥/s,B=25m)", "x": 187498.2, "y": -198543.7, "dwg": "D1"}, {"text": "EL=26.208", "x": 166415.8, "y": -193750.1, "dwg": "D1"}, {"text": "(D=600,L=24.4m)", "x": 188024.6, "y": -203851.6, "dwg": "D1"}, {"text": "부체도로#01", "x": 154926.4, "y": -171116.5, "dwg": "D1"}, {"text": "(B=5.0m)", "x": 156578.5, "y": -173973.5, "dwg": "D1"}, {"text": "설 계 사", "x": 9512.0, "y": 2415.9, "dwg": "D1"}, {"text": "시 공 사", "x": 9512.0, "y": 1874.9, "dwg": "D1"}, {"text": "건설분야", "x": 9449.7, "y": 1365.0, "dwg": "D1"}, {"text": "건설단계", "x": 13649.7, "y": 1363.0, "dwg": "D1"}, {"text": "날짜", "x": 20299.9, "y": 1327.4, "dwg": "D1"}, {"text": "개정번호", "x": 18104.7, "y": 1323.4, "dwg": "D1"}, {"text": "검토자", "x": 31004.9, "y": 1327.4, "dwg": "D1"}, {"text": "내 용", "x": 24854.6, "y": 1320.9, "dwg": "D1"}, {"text": "작성자", "x": 28604.9, "y": 1326.4, "dwg": "D1"}, {"text": "시공공구", "x": 35129.7, "y": 2419.8, "dwg": "D1"}, {"text": "도면축척", "x": 35147.2, "y": 1873.4, "dwg": "D1"}, {"text": "확인자", "x": 33404.9, "y": 1325.8, "dwg": "D1"}, {"text": "도 면 명", "x": 42872.0, "y": 2448.6, "dwg": "D1"}, {"text": "편철번호", "x": 42809.7, "y": 1362.0, "dwg": "D1"}, {"text": "도면번호", "x": 35147.2, "y": 1341.5, "dwg": "D1"}, {"text": "적용표준버전", "x": 49620.0, "y": 1349.7, "dwg": "D1"}, {"text": "설계공구", "x": 35129.7, "y": 2941.9, "dwg": "D1"}, {"text": "노선이정", "x": 9451.7, "y": 2943.4, "dwg": "D1"}, {"text": "0.634˚", "x": 18255.6, "y": 18110.9, "dwg": "D2"}, {"text": "교축방향", "x": 4621.7, "y": 17578.3, "dwg": "D2"}, {"text": "솔플레이트 상세", "x": 3190.0, "y": 21958.3, "dwg": "D2"}, {"text": "교량받침 상세", "x": 12986.6, "y": 22162.3, "dwg": "D2"}, {"text": "※ 여기서, L : 인접 신축이음부까지 또는 교량 단부까지의 거리 (m)", "x": 3533.6, "y": 4204.1, "dwg": "D2"}, {"text": "- 지간 내에 힌지가 있는 경우 : L = L1 + L2", "x": 4994.6, "y": 3876.8, "dwg": "D2"}, {"text": "(L1 : 힌지 좌측방향 거리, L2 : 힌지 우측방향 거리)", "x": 5156.5, "y": 3593.2, "dwg": "D2"}, {"text": "교량받침 연단거리 검토", "x": 6995.7, "y": 6754.6, "dwg": "D2"}, {"text": "솔플레이트 상세 TABLE", "x": 2530.5, "y": 13165.6, "dwg": "D2"}, {"text": "교량받침 ELEVATION TABLE", "x": 26178.6, "y": 9341.8, "dwg": "D2"}, {"text": "기초 평면도", "x": 27062.8, "y": 24372.7, "dwg": "D2"}, {"text": "S=1:60", "x": 29994.5, "y": 23772.7, "dwg": "D2"}, {"text": "주철근 조립도(정면도) ②CYCLE", "x": 37890.6, "y": 19245.1, "dwg": "D2"}, {"text": "주철근 조립도(정면도) ①CYCLE", "x": 37573.8, "y": 29946.4, "dwg": "D2"}, {"text": "구 분", "x": 4052.2, "y": 5993.0, "dwg": "D2"}, {"text": "도로교 설계기준", "x": 9240.9, "y": 5993.0, "dwg": "D2"}, {"text": "적용거리", "x": 15298.8, "y": 5993.0, "dwg": "D2"}, {"text": "필요연단길이", "x": 3694.3, "y": 5513.0, "dwg": "D2"}, {"text": "s = 200 + 5.0L = 200 + 5.0 X 50.2 = 451.2mm", "x": 7809.2, "y": 5513.0, "dwg": "D2"}, {"text": "472.7mm", "x": 15349.9, "y": 5513.0, "dwg": "D2"}, {"text": "필요지지길이", "x": 3694.3, "y": 4883.0, "dwg": "D2"}, {"text": "(L=310.193, H=13.481, Theta=4)", "x": 8473.9, "y": 4688.0, "dwg": "D2"}, {"text": "N = (200+1.67L+6.66H) x (1+0.000125 Theta^ 2) = 809mm", "x": 7349.0, "y": 4883.0, "dwg": "D2"}, {"text": "1503.3mm", "x": 15298.8, "y": 4883.0, "dwg": "D2"}, {"text": "C8", "x": 36958.7, "y": 15584.0, "dwg": "D2"}, {"text": "C7", "x": 37123.0, "y": 26390.7, "dwg": "D2"}, {"text": "교량받침", "x": 23036.0, "y": 8694.5, "dwg": "D2"}, {"text": "EL.'X'", "x": 24938.3, "y": 8694.5, "dwg": "D2"}, {"text": "3500 kN 교축방향", "x": 22626.9, "y": 7254.5, "dwg": "D2"}, {"text": "2800 kN 교축방향", "x": 22626.9, "y": 4854.5, "dwg": "D2"}, {"text": "단면 C-C", "x": 20681.5, "y": 31057.4, "dwg": "D2"}, {"text": "교좌면 보강 철근1 - 전열", "x": 6202.8, "y": 31092.3, "dwg": "D2"}, {"text": "=2.250", "x": 9853.2, "y": 29362.8, "dwg": "D2"}, {"text": "18@125", "x": 9853.2, "y": 29572.8, "dwg": "D2"}, {"text": "콘크리트 : fck=40MPa (기둥, 코핑부)", "x": 44160.0, "y": 32875.2, "dwg": "D2"}, {"text": "한계상태 설계법", "x": 44160.0, "y": 33341.8, "dwg": "D2"}, {"text": "KL-510, 표준차로하중", "x": 44160.0, "y": 33808.5, "dwg": "D2"}, {"text": "설계 방법", "x": 42534.8, "y": 33343.7, "dwg": "D2"}, {"text": "재 료", "x": 42534.8, "y": 32188.2, "dwg": "D2"}, {"text": "설계 하중", "x": 42534.8, "y": 33808.5, "dwg": "D2"}, {"text": "철 근 : fy=500MPa (기둥, 기초부)", "x": 44160.0, "y": 31941.8, "dwg": "D2"}, {"text": ": fck=27MPa (기초부)", "x": 44160.0, "y": 32408.5, "dwg": "D2"}, {"text": ": fy=400MPa (코핑부)", "x": 44160.0, "y": 31475.2, "dwg": "D2"}, {"text": "100(하면)", "x": 23262.5, "y": 22601.3, "dwg": "D2"}, {"text": "100(상면)", "x": 23262.5, "y": 22001.3, "dwg": "D2"}, {"text": "상면", "x": 29133.6, "y": 21081.3, "dwg": "D2"}, {"text": "하면", "x": 28602.6, "y": 21081.3, "dwg": "D2"}, {"text": "구조도", "x": 34166.6, "y": 16200.1, "dwg": "D2"}, {"text": "일반도", "x": 34166.6, "y": 16952.6, "dwg": "D2"}, {"text": "@500", "x": 30784.1, "y": 12391.1, "dwg": "D2"}, {"text": "B12", "x": 29719.3, "y": 12494.0, "dwg": "D2"}, {"text": "B11", "x": 26908.7, "y": 12494.0, "dwg": "D2"}, {"text": "광주방향", "x": 20352.8, "y": 18413.1, "dwg": "D2"}, {"text": "설 계 사", "x": 9512.0, "y": 2415.9, "dwg": "D2"}, {"text": "시 공 사", "x": 9512.0, "y": 1874.9, "dwg": "D2"}, {"text": "건설분야", "x": 9449.7, "y": 1365.0, "dwg": "D2"}, {"text": "건설단계", "x": 13649.7, "y": 1363.0, "dwg": "D2"}, {"text": "날짜", "x": 20299.9, "y": 1327.4, "dwg": "D2"}, {"text": "개정번호", "x": 18104.7, "y": 1323.4, "dwg": "D2"}, {"text": "검토자", "x": 31004.9, "y": 1327.4, "dwg": "D2"}, {"text": "내 용", "x": 24854.6, "y": 1320.9, "dwg": "D2"}, {"text": "작성자", "x": 28604.9, "y": 1326.4, "dwg": "D2"}, {"text": "시공공구", "x": 35129.7, "y": 2419.8, "dwg": "D2"}, {"text": "도면축척", "x": 35147.2, "y": 1873.4, "dwg": "D2"}, {"text": "확인자", "x": 33404.9, "y": 1325.8, "dwg": "D2"}, {"text": "도 면 명", "x": 42872.0, "y": 2448.6, "dwg": "D2"}, {"text": "편철번호", "x": 42809.7, "y": 1362.0, "dwg": "D2"}, {"text": "도면번호", "x": 35147.2, "y": 1341.5, "dwg": "D2"}, {"text": "적용표준버전", "x": 49620.0, "y": 1349.7, "dwg": "D2"}, {"text": "설계공구", "x": 35129.7, "y": 2941.9, "dwg": "D2"}, {"text": "노선이정", "x": 9451.7, "y": 2943.4, "dwg": "D2"}, {"text": "커플러 규격(COUPLER SIZE)", "x": 40245.4, "y": 22091.7, "dwg": "D3"}, {"text": "제출하여 승인 후 사용해야 한다", "x": 40261.6, "y": 16448.7, "dwg": "D3"}, {"text": "안전여부를 시험한 후 결과를 감독원에게", "x": 40261.6, "y": 16868.7, "dwg": "D3"}, {"text": "* NOTE : COUPLER를 선정하기 전에 먼저 SLIP에 대한", "x": 40261.6, "y": 17288.7, "dwg": "D3"}, {"text": "커플러 외경", "x": 32467.9, "y": 18403.3, "dwg": "D3"}, {"text": "덮개", "x": 38629.9, "y": 17805.7, "dwg": "D3"}, {"text": "철근", "x": 38246.7, "y": 19649.6, "dwg": "D3"}, {"text": "테이퍼", "x": 37304.7, "y": 19792.6, "dwg": "D3"}, {"text": "연결구", "x": 34774.2, "y": 19854.1, "dwg": "D3"}, {"text": "커플러", "x": 33623.5, "y": 20009.5, "dwg": "D3"}, {"text": "체결후 길이", "x": 35121.3, "y": 17776.8, "dwg": "D3"}, {"text": "COUPLER 상세도", "x": 33557.7, "y": 20600.1, "dwg": "D3"}, {"text": "S = NONE", "x": 36644.2, "y": 20123.7, "dwg": "D3"}, {"text": "XV", "x": 13949.7, "y": 8174.8, "dwg": "D3"}, {"text": "이 형 철 근 상 세", "x": 11050.5, "y": 16834.8, "dwg": "D3"}, {"text": "(SD500)", "x": 25502.0, "y": 31054.8, "dwg": "D3"}, {"text": "(SD400)", "x": 1752.0, "y": 31054.8, "dwg": "D3"}, {"text": "기초 조립용 철근", "x": 38707.0, "y": 11511.8, "dwg": "D3"}, {"text": "기초 조립용 철근 상세", "x": 38944.2, "y": 14833.3, "dwg": "D3"}, {"text": "* NOTE : 전도파괴 되는 것을 방지하기 위하여 조립용 철근을 사각(70°)으로 설치", "x": 34320.5, "y": 8268.9, "dwg": "D3"}, {"text": "C1", "x": 2099.7, "y": 29899.8, "dwg": "D3"}, {"text": "H29", "x": 3848.6, "y": 29899.8, "dwg": "D3"}, {"text": "C2", "x": 2099.7, "y": 29539.8, "dwg": "D3"}, {"text": "C3", "x": 2099.7, "y": 29179.8, "dwg": "D3"}, {"text": "C4", "x": 2099.7, "y": 28819.8, "dwg": "D3"}, {"text": "C5", "x": 2099.7, "y": 28459.8, "dwg": "D3"}, {"text": "C6", "x": 2099.7, "y": 28099.8, "dwg": "D3"}, {"text": "C7", "x": 2099.7, "y": 27739.8, "dwg": "D3"}, {"text": "C8", "x": 2099.7, "y": 27379.8, "dwg": "D3"}, {"text": "6.753(6%%%)", "x": 24091.8, "y": 27019.8, "dwg": "D3"}, {"text": "C9", "x": 2099.7, "y": 26659.8, "dwg": "D3"}, {"text": "H25", "x": 3848.6, "y": 26659.8, "dwg": "D3"}, {"text": "2.956~1.376", "x": 7039.5, "y": 26659.8, "dwg": "D3"}, {"text": "C10", "x": 2048.6, "y": 26299.8, "dwg": "D3"}, {"text": "C11", "x": 2048.6, "y": 25939.8, "dwg": "D3"}, {"text": "2.956~1.664", "x": 7039.5, "y": 25939.8, "dwg": "D3"}, {"text": "C12", "x": 2048.6, "y": 25579.8, "dwg": "D3"}, {"text": "12.228~3.151", "x": 5488.4, "y": 25579.8, "dwg": "D3"}, {"text": "C13", "x": 2048.6, "y": 25219.8, "dwg": "D3"}, {"text": "12.167~12.044", "x": 5437.2, "y": 25219.8, "dwg": "D3"}, {"text": "8.036(6%%%)", "x": 24091.8, "y": 24859.8, "dwg": "D3"}, {"text": "C14", "x": 2048.6, "y": 23779.8, "dwg": "D3"}, {"text": "C15", "x": 2048.6, "y": 23419.8, "dwg": "D3"}, {"text": "C16", "x": 2048.6, "y": 23059.8, "dwg": "D3"}, {"text": "P3", "x": 2099.7, "y": 22699.8, "dwg": "D3"}, {"text": "P4", "x": 2099.7, "y": 22339.8, "dwg": "D3"}, {"text": "P5", "x": 2099.7, "y": 21979.8, "dwg": "D3"}, {"text": "2.586(3%%%)", "x": 24091.8, "y": 20899.8, "dwg": "D3"}, {"text": "P6", "x": 2099.7, "y": 20179.8, "dwg": "D3"}, {"text": "1.831(3%%%)", "x": 24091.8, "y": 19819.8, "dwg": "D3"}, {"text": "띠철근 커플러 개수", "x": 40541.3, "y": 18353.7, "dwg": "D3"}, {"text": "주철근 커플러 개수", "x": 40541.3, "y": 18833.7, "dwg": "D3"}, {"text": "덮 개(T)", "x": 40745.8, "y": 19313.7, "dwg": "D3"}, {"text": "체결후 길이(L)", "x": 40745.8, "y": 19793.7, "dwg": "D3"}, {"text": "커플러 외경(D)", "x": 40745.8, "y": 20273.7, "dwg": "D3"}, {"text": "D32", "x": 46408.2, "y": 20753.7, "dwg": "D3"}, {"text": "D29", "x": 45808.2, "y": 20753.7, "dwg": "D3"}, {"text": "D25", "x": 45208.2, "y": 20753.7, "dwg": "D3"}, {"text": "D22", "x": 44608.2, "y": 20753.7, "dwg": "D3"}, {"text": "D19", "x": 44008.2, "y": 20753.7, "dwg": "D3"}, {"text": "D16", "x": 43408.2, "y": 20753.7, "dwg": "D3"}, {"text": "D13", "x": 42808.2, "y": 20753.7, "dwg": "D3"}, {"text": "구 분", "x": 41206.0, "y": 20753.7, "dwg": "D3"}, {"text": "S1", "x": 2099.7, "y": 21619.8, "dwg": "D3"}, {"text": "S2", "x": 2099.7, "y": 21259.8, "dwg": "D3"}, {"text": "기초 조립용 철근 설치위치", "x": 26920.3, "y": 13840.5, "dwg": "D3"}, {"text": ": 기초 조립용 철근", "x": 28446.2, "y": 7787.2, "dwg": "D3"}, {"text": "* NOTE : 구조물 기초 철근망의 형상을 유지하기위하여", "x": 27395.8, "y": 7121.4, "dwg": "D3"}, {"text": "교축 및 교축직각 방향으로 경사의 방향을 교차하여", "x": 28237.5, "y": 6795.5, "dwg": "D3"}, {"text": "설치토록 함. 상기 배치간격은 예시도이며,", "x": 28237.5, "y": 6470.8, "dwg": "D3"}, {"text": "VAR.", "x": 47817.8, "y": 11534.7, "dwg": "D3"}, {"text": "기초의 두께", "x": 34206.0, "y": 6931.7, "dwg": "D3"}, {"text": "H=1.5m", "x": 34419.1, "y": 6295.1, "dwg": "D3"}, {"text": "H=2.0m", "x": 34419.1, "y": 5949.9, "dwg": "D3"}, {"text": "H=3.0m", "x": 34419.1, "y": 5267.3, "dwg": "D3"}, {"text": "H=2.5m", "x": 34419.1, "y": 5612.4, "dwg": "D3"}, {"text": "좌 굴 검 토", "x": 37100.8, "y": 7215.5, "dwg": "D3"}, {"text": "조립용철근직경", "x": 35249.4, "y": 6755.3, "dwg": "D3"}, {"text": "배치간격", "x": 36676.4, "y": 6755.3, "dwg": "D3"}, {"text": "작용하중", "x": 37780.9, "y": 6755.3, "dwg": "D3"}, {"text": "임계하중", "x": 38885.4, "y": 6755.3, "dwg": "D3"}, {"text": "325.18kgf", "x": 38842.8, "y": 6295.1, "dwg": "D3"}, {"text": "392.08kgf", "x": 38842.8, "y": 5612.4, "dwg": "D3"}, {"text": "349.81kgf", "x": 38842.8, "y": 5949.9, "dwg": "D3"}, {"text": "비 고", "x": 40117.8, "y": 6931.7, "dwg": "D3"}, {"text": "265.02kgf", "x": 38842.8, "y": 5267.3, "dwg": "D3"}, {"text": "* NOTE : 기초 두께별 배치간격 검토", "x": 34101.1, "y": 4816.7, "dwg": "D3"}, {"text": "실제 철근 배치 간격에 따라 위치는 변경하여야 한다.", "x": 28237.5, "y": 6146.1, "dwg": "D3"}, {"text": "배력근", "x": 45134.9, "y": 5746.8, "dwg": "D3"}, {"text": "주철근", "x": 46591.8, "y": 3740.4, "dwg": "D3"}, {"text": "CHAIR 몰탈 블럭", "x": 44308.4, "y": 3737.0, "dwg": "D3"}, {"text": "바닥철근용", "x": 44637.7, "y": 8110.0, "dwg": "D3"}, {"text": "1.218(6%%%)", "x": 24091.8, "y": 24139.8, "dwg": "D3"}, {"text": "콘크리트 : fck=40MPa (기둥, 코핑부)", "x": 44160.0, "y": 32875.2, "dwg": "D3"}, {"text": "한계상태 설계법", "x": 44160.0, "y": 33341.8, "dwg": "D3"}, {"text": "KL-510, 표준차로하중", "x": 44160.0, "y": 33808.5, "dwg": "D3"}, {"text": "설계 방법", "x": 42534.8, "y": 33343.7, "dwg": "D3"}, {"text": "재 료", "x": 42534.8, "y": 32188.2, "dwg": "D3"}, {"text": "설계 하중", "x": 42534.8, "y": 33808.5, "dwg": "D3"}, {"text": "철 근 : fy=500MPa (기둥, 기초부)", "x": 44160.0, "y": 31941.8, "dwg": "D3"}, {"text": ": fck=27MPa (기초부)", "x": 44160.0, "y": 32408.5, "dwg": "D3"}, {"text": ": fy=400MPa (코핑부)", "x": 44160.0, "y": 31475.2, "dwg": "D3"}, {"text": "0.847(3%)", "x": 47841.8, "y": 23779.8, "dwg": "D3"}, {"text": "B12", "x": 25798.6, "y": 24139.8, "dwg": "D3"}, {"text": "S16", "x": 27598.6, "y": 24499.8, "dwg": "D3"}, {"text": "B11", "x": 25798.6, "y": 24499.8, "dwg": "D3"}, {"text": "2.115(3%)", "x": 47841.8, "y": 24859.8, "dwg": "D3"}, {"text": "B10", "x": 25798.6, "y": 25219.8, "dwg": "D3"}, {"text": "B7", "x": 25849.7, "y": 25579.8, "dwg": "D3"}, {"text": "S19", "x": 27598.6, "y": 25939.8, "dwg": "D3"}, {"text": "B3", "x": 25849.7, "y": 25939.8, "dwg": "D3"}, {"text": "4.248(6%)", "x": 47841.8, "y": 26299.8, "dwg": "D3"}, {"text": "B4", "x": 25849.7, "y": 26659.8, "dwg": "D3"}, {"text": "B2", "x": 25849.7, "y": 27019.8, "dwg": "D3"}, {"text": "S25", "x": 27598.6, "y": 27379.8, "dwg": "D3"}, {"text": "B1", "x": 25849.7, "y": 27379.8, "dwg": "D3"}, {"text": "5.281(6%)", "x": 47841.8, "y": 27739.8, "dwg": "D3"}, {"text": "B8", "x": 25849.7, "y": 28099.8, "dwg": "D3"}, {"text": "B6", "x": 25849.7, "y": 28459.8, "dwg": "D3"}, {"text": "S29", "x": 27598.6, "y": 28819.8, "dwg": "D3"}, {"text": "B5", "x": 25849.7, "y": 28819.8, "dwg": "D3"}, {"text": "10.268(6%)", "x": 47790.6, "y": 29179.8, "dwg": "D3"}, {"text": "P2", "x": 25849.7, "y": 29539.8, "dwg": "D3"}, {"text": "S32", "x": 27598.6, "y": 29899.8, "dwg": "D3"}, {"text": "P1", "x": 25849.7, "y": 29899.8, "dwg": "D3"}, {"text": "B9", "x": 2099.7, "y": 20539.8, "dwg": "D3"}, {"text": "x1", "x": 11495.8, "y": 11030.1, "dwg": "D3"}, {"text": "x2", "x": 12536.0, "y": 10103.4, "dwg": "D3"}, {"text": "r1", "x": 6804.2, "y": 10340.7, "dwg": "D3"}, {"text": "c1", "x": 7354.9, "y": 10927.1, "dwg": "D3"}, {"text": "c2", "x": 8031.4, "y": 10732.6, "dwg": "D3"}, {"text": "r2", "x": 8544.7, "y": 10340.7, "dwg": "D3"}, {"text": "설 계 사", "x": 9512.0, "y": 2415.9, "dwg": "D3"}, {"text": "시 공 사", "x": 9512.0, "y": 1874.9, "dwg": "D3"}, {"text": "건설분야", "x": 9449.7, "y": 1365.0, "dwg": "D3"}, {"text": "건설단계", "x": 13649.7, "y": 1363.0, "dwg": "D3"}, {"text": "날짜", "x": 20299.9, "y": 1327.4, "dwg": "D3"}, {"text": "개정번호", "x": 18104.7, "y": 1323.4, "dwg": "D3"}, {"text": "검토자", "x": 31004.9, "y": 1327.4, "dwg": "D3"}, {"text": "내 용", "x": 24854.6, "y": 1320.9, "dwg": "D3"}, {"text": "작성자", "x": 28604.9, "y": 1326.4, "dwg": "D3"}, {"text": "시공공구", "x": 35129.7, "y": 2419.8, "dwg": "D3"}, {"text": "도면축척", "x": 35147.2, "y": 1873.4, "dwg": "D3"}, {"text": "확인자", "x": 33404.9, "y": 1325.8, "dwg": "D3"}, {"text": "도 면 명", "x": 42872.0, "y": 2448.6, "dwg": "D3"}, {"text": "편철번호", "x": 42809.7, "y": 1362.0, "dwg": "D3"}, {"text": "도면번호", "x": 35147.2, "y": 1341.5, "dwg": "D3"}, {"text": "적용표준버전", "x": 49620.0, "y": 1349.7, "dwg": "D3"}, {"text": "설계공구", "x": 35129.7, "y": 2941.9, "dwg": "D3"}, {"text": "노선이정", "x": 9451.7, "y": 2943.4, "dwg": "D3"}]}
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