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"layer": "CS-DIMT", "x": 22194.1, "y": 28872.5, "h": 150.0, "text": "125", "handle": "2B692"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 22100.4, "y": 25926.3, "h": 150.0, "text": "@1.800", "handle": "2B6A2"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 25671.8, "y": 27768.7, "h": 150.0, "text": "Div.46", "handle": "2B6A6"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 26046.3, "y": 26460.6, "h": 150.0, "text": "@100", "handle": "2B6A9"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 25911.3, "y": 25462.1, "h": 150.0, "text": "Div.46", "handle": "2B6AF"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 32265.3, "y": 26458.2, "h": 150.0, "text": "@100", "handle": "2B6B4"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 28319.9, "y": 25926.3, "h": 150.0, "text": "@1.800", "handle": "2B6C6"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 31891.3, "y": 27768.7, "h": 150.0, "text": "Div.46", "handle": "2B6CA"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 32130.8, "y": 25514.2, "h": 150.0, "text": "Div.46", "handle": "2B6CE"}, {"dwg": "D1", 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"layer": "CS-DIMT", "x": 36849.4, "y": 28872.5, "h": 150.0, "text": "125", "handle": "2B713"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 35986.9, "y": 28872.5, "h": 150.0, "text": "875", "handle": "2B714"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 35111.9, "y": 28872.5, "h": 150.0, "text": "875", "handle": "2B715"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34324.4, "y": 28872.5, "h": 150.0, "text": "125", "handle": "2B716"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34127.9, "y": 25000.7, "h": 150.0, "text": "P6", "handle": "2B970"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 34216.4, "y": 25493.0, "h": 150.0, "text": "H16", "handle": "2B971"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 36806.6, "y": 27857.2, "h": 150.0, "text": "P2", "handle": "2B972"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 37298.9, "y": 27768.7, "h": 150.0, "text": "S32", "handle": "2B973"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 37046.1, "y": 25597.4, "h": 150.0, "text": "P1", "handle": "2B974"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 37538.4, "y": 25508.9, "h": 150.0, "text": "S32", "handle": "2B975"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 28217.0, "y": 25000.7, "h": 150.0, "text": "P6", "handle": "2B976"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 28305.5, "y": 25493.0, "h": 150.0, "text": "H16", "handle": "2B977"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 30895.8, "y": 27857.2, "h": 150.0, "text": "P2", "handle": "2B978"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 31388.1, "y": 27768.7, "h": 150.0, "text": "S32", "handle": "2B979"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 31135.3, "y": 25602.7, "h": 150.0, "text": "P1", "handle": "2B97A"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 31627.6, "y": 25514.2, "h": 150.0, "text": "S32", "handle": "2B97B"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 31348.0, "y": 26561.1, "h": 150.0, "text": "P5", "handle": "2B97C"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 31840.3, "y": 26472.6, "h": 150.0, "text": "H29", "handle": "2B97D"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 21997.5, "y": 25000.7, "h": 150.0, "text": "P6", "handle": "2B97E"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 22086.0, "y": 25493.0, "h": 150.0, "text": "H16", "handle": "2B97F"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 25129.0, "y": 26563.5, "h": 150.0, "text": "P4", "handle": "2B980"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 25621.3, "y": 26475.0, "h": 150.0, "text": "H29", "handle": "2B981"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 24676.3, "y": 27857.2, "h": 150.0, "text": "P2", "handle": "2B982"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 25168.5, "y": 27768.7, "h": 150.0, "text": "S32", "handle": "2B983"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 24915.8, "y": 25550.6, "h": 150.0, "text": "P1", "handle": "2B984"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 25408.1, "y": 25462.1, "h": 150.0, "text": "S32", "handle": "2B985"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 37257.7, "y": 26555.9, "h": 150.0, "text": "P3", "handle": "2B986"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 37750.0, "y": 26467.4, "h": 150.0, "text": "H19", "handle": "2B987"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34004.1, "y": 15763.7, "h": 150.0, "text": "※ 띠철근 배근 상세", "handle": "2BA02"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34579.7, "y": 14441.9, "h": 150.0, "text": "배근 간격의 1/2지점에 첫 번째 띠철근이 위치", "handle": "2BA03"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34241.2, "y": 14944.5, "h": 150.0, "text": "2. 시공 이음부 첫번째 배근 위치", "handle": "2BA04"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34407.7, "y": 14695.7, "h": 150.0, "text": "- 단면 변화부(기초상단, 코핑하단)에서 일반구간", "handle": "2BA05"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34579.7, "y": 14180.7, "h": 150.0, "text": "하도록 하여 시공 이음부에 띠철근이 배근되지", "handle": "2BA06"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34241.2, "y": 15486.9, "h": 150.0, "text": "1. 띠철근 배근 간격", "handle": "2BA07"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34407.7, "y": 15238.1, "h": 150.0, "text": "- 압축부재의 최소치수 이하 또는 300mm 이하", "handle": "2BA08"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34407.7, "y": 13099.6, "h": 150.0, "text": "- 1/2지점에 첫 번째 띠철근이 위치하도록", "handle": "2BA09"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34241.2, "y": 13602.1, "h": 150.0, "text": "3. 축방향 철근이 원형으로 배치된 경우", "handle": "2BA0A"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34407.7, "y": 13353.4, "h": 150.0, "text": "- 원형 띠철근의 이음 부분이 엇갈리도록 배치", "handle": "2BA0B"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34579.7, "y": 13919.6, "h": 150.0, "text": "않도록 함.", "handle": "2BA0C"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 34579.7, "y": 12845.7, "h": 150.0, "text": "배근하여 시공.", "handle": "2BA0D"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 5854.8, "h": 150.0, "text": "2. 복합말뚝의 내부굴착 순서는 중앙부에서 외측으로 한다.", "handle": "2BA0E"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "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": "2BA0F"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 5518.8, "h": 150.0, "text": "3. 속채움 콘크리트의 규격은 fck=27 MPa", "handle": "2BA10"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 5182.8, "h": 150.0, "text": "4. 말뚝 굴착시 도로의 좌, 우측 연변의 지하매설물을 확인하기 위해 줄파기를 수행하여야 한다.", "handle": "2BA11"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 4846.8, "h": 150.0, "text": "5. 시공발주 후 시공상세도 작성시 가설 및 장비진입을 위한 상세 가도계획 및 교통처리계획 을", "handle": "2BA12"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 37591.2, "y": 4510.8, "h": 150.0, "text": "수립하여야 하며, 이는 감리원 및 감독원의 승인을 득한 후 시공되어야함.", "handle": "2BA13"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 32875.2, "h": 200.0, "text": "콘크리트 : fck=40MPa (기둥, 코핑부)", "handle": "2BA1C"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 33341.8, "h": 200.0, "text": "한계상태 설계법", "handle": "2BA1D"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 33808.5, "h": 200.0, "text": "KL-510, 표준차로하중", "handle": "2BA1E"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 33343.7, "h": 200.0, "text": "설계 방법", "handle": "2BA1F"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 32188.2, "h": 200.0, "text": "재     료", "handle": "2BA20"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 42534.8, "y": 33808.5, "h": 200.0, "text": "설계 하중", "handle": "2BA21"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 31941.8, "h": 200.0, "text": "철      근 : fy=500MPa (기둥, 기초부)", "handle": "2BA23"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 32408.5, "h": 200.0, "text": ": fck=27MPa (기초부)", "handle": "2BA25"}, {"dwg": "D1", "layer": "CS-TEXT", "x": 44160.0, "y": 31475.2, "h": 200.0, "text": ": fy=400MPa (코핑부)", "handle": "2BA26"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 11513.5, "y": 11545.6, "h": 150.0, "text": "1.000", "handle": "2BA2D"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 9077.1, "y": 11545.6, "h": 150.0, "text": "4.175", "handle": "2BA30"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 4594.9, "y": 7175.6, "h": 150.0, "text": "버림 CON'C fck = 15 MPa", "handle": "2BB24"}, {"dwg": "D1", "layer": "CS-DIMT", "x": 5125.8, "y": 6123.4, "h": 150.0, "text": "L=26.2M)", "handle": "2BB27"}, {"dwg": "D1", "layer": 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