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150.0, "text": "H29", "handle": "1CA58"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 46383.7, "y": 25201.1, "h": 150.0, "text": "C5", "handle": "1CA59"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 46876.0, "y": 25112.3, "h": 150.0, "text": "H29", "handle": "1CA5A"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 45819.2, "y": 25897.7, "h": 150.0, "text": "C2", "handle": "1CA5B"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 46311.5, "y": 25808.9, "h": 150.0, "text": "H29", "handle": "1CA5C"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37531.2, "y": 5854.8, "h": 150.0, "text": "2. 복합말뚝의 내부굴착 순서는 중앙부에서 외측으로 한다.", "handle": "1CAD7"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37531.2, "y": 6190.8, "h": 150.0, "text": "1. 말뚝 시공시 현장여건에 맞게 변경할 수 있으며, 감독원 및 김리원의 승인을 득한 후 변경할 수 있다.", "handle": "1CAD8"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37531.2, "y": 5518.8, "h": 150.0, "text": "3. 속채움 콘크리트의 규격은 fck=27 MPa", "handle": "1CAD9"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37531.2, "y": 5182.8, "h": 150.0, "text": "4. 말뚝 굴착시 도로의 좌, 우측 연변의 지하매설물을 확인하기 위해 줄파기를 수행하여야 한다.", "handle": "1CADA"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37531.2, "y": 4846.8, "h": 150.0, "text": "5. 시공발주 후 시공상세도 작성시 가설 및 장비진입을 위한 상세 가도계획 및 교통처리계획 을", "handle": "1CADB"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37531.2, "y": 4510.8, "h": 150.0, "text": "수립하여야 하며, 이는 감리원 및 감독원의 승인을 득한 후 시공되어야함.", "handle": "1CADC"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 32875.2, "h": 200.0, "text": "콘크리트 : fck=40MPa (기둥, 코핑부)", "handle": "1CAE5"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 33341.8, "h": 200.0, "text": "한계상태 설계법", "handle": "1CAE6"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 33808.5, "h": 200.0, "text": "KL-510, 표준차로하중", "handle": "1CAE7"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 33343.7, "h": 200.0, "text": "설계 방법", "handle": "1CAE8"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 32188.2, "h": 200.0, "text": "재     료", "handle": "1CAE9"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 33808.5, "h": 200.0, "text": "설계 하중", "handle": "1CAEA"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 31941.8, "h": 200.0, "text": "철      근 : fy=500MPa (기둥, 기초부)", "handle": "1CAEC"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 32408.5, "h": 200.0, "text": ": fck=27MPa (기초부)", "handle": "1CAEE"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 31475.2, "h": 200.0, "text": ": fy=400MPa (코핑부)", "handle": "1CAEF"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 11513.5, "y": 11545.6, "h": 150.0, "text": "1.000", "handle": "1CAF8"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 9077.1, "y": 11545.6, "h": 150.0, "text": "3.675", "handle": "1CAFB"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 5094.9, "y": 7175.6, "h": 150.0, "text": "버림 CON'C fck = 15 MPa", "handle": "1CC29"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 5625.8, "y": 6123.4, "h": 150.0, "text": "L=24.4M)", "handle": "1CC2C"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 5421.3, "y": 6333.4, "h": 150.0, "text": 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