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Specific design points are as follows:  \n\n![](https:\u002F\u002Fcaijing-img.oss-cn-hangzhou.aliyuncs.com\u002Fgallery\u002Fimport_1788422165674_o5hack8b_d22cd406ea.jpg)\n\n**1. Selection of Drainage Methods**  \nDetermine the drainage form based on building height: Buildings with an eave height of ≤10m can use unorganized drainage (free water dispersion), but attention should be paid to the issue of rainwater splashing. Buildings with an eave height of >10m or high-rise buildings must use an organized drainage system. Organized drainage collects rainwater through gutters and guides it to ground or underground drainage systems via rainwater pipes, effectively preventing rainwater from splashing and contaminating walls or affecting pedestrian safety. As a core structure, gutters need to be equipped with covers to prevent leaf blockages and have maintenance platforms reserved for easy later upkeep.  \n\n**2. Control of Drainage Slopes**  \nThe roof slope should be set according to material characteristics: For rolled roofing waterproofing, the slope should be 2%-3%, and for concrete roofs, it should be 1%-2% to ensure rapid rainwater drainage. The flow length of gutters should not exceed 50 meters, and the slope should not be less than 0.003 (i.e., 3‰) to avoid water accumulation and leakage. If the gutter length exceeds the limit, additional drainage outlets or slope adjustments are required.  \n\n**3. Specifications for Drainage Outlet Arrangement**  \nThe spacing between drainage outlets should not exceed 24 meters, and each catchment area should be controlled within 200 square meters. Specific parameters should refer to the \"Technical Code for Roof Engineering\" GB50345. The location of drainage outlets should avoid structural weak points and be equipped with filters to prevent blockages from debris.  \n\n**4. 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