总建筑面积 4677. 3m2（10884. 0m2 ） , 底层占地面积 1152m 2（1757. 2m2 ）， 结构类型为框架结构,建筑层数五层， 局部六层， 建筑高度, 18. 00m（23. 90m）。
摘 要······························································································································ I
第 1 章 工程概况及方案选择························································································· 1
1.1 编制依据 .................................................................................................................. 1
1.2 工程概况 .................................................................................................................. 1
1.2.1 建筑概况 ........................................................................................................ 1
1.2.2 室内外饰面做法一览表 ................................................................................ 2
1.2.3 工程结构设计概况 ........................................................................................ 2
1.2.4 工程条件 ........................................................................................................ 3
1.2.5 工程地质情况 ................................................................................................ 3
1.2.6 施工准备 ........................................................................................................ 3
1.3 主要施工方案的选择 .............................................................................................. 4
第 2 章 主要分部分项工程施工方案············································································· 6
2.1 工程测量及沉降观测 ............................................................................................. 6
2.1.1 准备工作 ....................................................................................................... 6
2.1.2 测量仪器 ....................................................................................................... 6
2.1.3 测量人员配备 ............................................................................................... 6
2.1.4 轴线定位与角度控制 ................................................................................... 6
2.1.5 平面及标高控制 ........................................................................................... 6
2.1.6 沉降观测 ....................................................................................................... 7
2.2 人工挖孔桩基施工 ................................................................................................. 7
2.2.1 施工工艺 ....................................................................................................... 7
2.2.2 测量放线 ....................................................................................................... 7...............