ID 原文 译文
413 1 For emergency power supply of evacuation lighting, storage battery (or dry battery) device should be adopted, or combination of storage battery (or dry battery) and power supply system, which is effectively independent from normal lighting power supply, or combination of storage battery (or dry battery) device and spare generator set should be adopted. 1 疏散照明的应急电源宜采用蓄电池（或干电池）装置，或蓄电池（或干电池）与供电系统中有效地独立于正常照明电源的专用馈电线路的组合，或采用蓄电池（或干电池）装置与自备发电机组组合的方式；
414 1 For enclosed buildings with rectangular plan, μsl may be adopted according to Table 8.3.3; 1 封闭式矩形平面房屋的墙面及屋面可按表8.3.3的规定采用；
415 1 For enclosed buildings, take-0.20 or 0.20 depending on the worst condition of external pressure; 1 封闭式建筑物，按其外表面风压的正负情况取-0.2或0.2；
416 1 For formwork: 1 模板：
417 1 For gas discharge lamp with inductive ballast, single-lamp compensation mode shall be adopted and power factor of its lighting distribution system shall not be less than 0.9; 1 使用电感镇流器的气体放电灯应采用单灯补偿方式，其照明配电系统功率因数不应低于0.9；
418 1 For general item, its score shall be converted into percentage system and calculated according to the following formula: 1 一般项得分应按百分制折算，并按下式进行计算：
419 1 For housing of three storey or above, the ratio of length to height L/Hf should be less than or equal to 2.5; when the ratio of housing is 2. 5 0, the longitudinal wall should be no turning or less turning, and the spacing of internal transverse wall shall be controlled or the foundation rigidity and bearing capacity shall be strengthened. When the pre-estimated maximum settlement of housing is less than or equal to 120mm, its ratio of length to height may not be restricted. 1 对于三层和三层以上的房屋，其长高比L/Hf宜小于或等于2.5；当房屋的长高比为2.5f≤3.0时，宜做到纵墙不转折或少转折，并应控制其内横墙间距或增强基础刚度和承载力。当房屋的预估最大沉降量小于或等于120mm时，其长高比可不受限制。
420 1 For ice buildings higher than 10m, and the shorter landing edge exceeding 6m, the foundation design shall be required. The bearing capacity of the foundation shall be calculated based on non-frozen soil strength, with consideration given to the frozen expansion coefficient of the soil around it, with corresponding anti-frozen expansion measures taken; 1 高度大于10m，落地短边长度大于6m的冰建筑应进行基础设计，地基承载力应按非冻土强度计算，且应考虑冰建筑周边土的冻胀因素，采取相应的防冻胀措施；
421 1 For important structure members, modified epoxide polymers shall be adopted for the preparation. 1 对重要构件，应采用改性环氧类聚合物配制。
422 1 For industrial factory buildings, the hoisting capacity of the crane shall be less than or equal to 750kN, the elevation of rail top shall be less than or equal to 14m, the reference wind pressure shall be less than 0. 5kPa and the height of the foundation short column shall not be greater than 5m. 1 起重机起重量小于或等于750kN，轨顶标高小于或等于14m，基本风压小于0.5kPa的工业8 基础厂房，且基础短柱的高度不大于5m。