Standard for Installation of Fire Safety Devices based on Use and Occupancy Article 183
Where the building is higher than 60m, connecting delivery pipe shall employ wet type, and the relay pump shall meet the following requirements:1.The total head of the relay pump shall be more than the calculated value using the formula below:Total head = water head loss by fire hose friction + water head loss by matching pipe friction + drop height + water discharging pressureH = h1 + h2 + h3 + 60m2.The water output of the relay pump shall be more than 2,400 L/min.3.Manual actuating device and red starting indicator lamp shall be equipped nearby the water outlet, unless remote controlled starting can be made by the disaster prevention center and communicator is equipped for communication between the water outlet and the center.4.Water outlet, stop valve and pressure regulating valve shall be equipped at the primary side of the relay pump, and inverted valve, stop valve and water inlet at the secondary side.5.Roof tank shall have a capacity of more than 0.5m3, and relay tank more than 2.5m3.6.Bypass pipe equipped with inverted valve shall be installed between inlet side matching pipe and outlet side matching pipe.7.When the sum of shutoff head and net positive suction head is more than 170m, additional pump shall be added to make serial connection and running.8.Devices shall be installed in the machine room of relay pump and at the water inlet for connecting delivery pipe for communication with the disaster prevention center.9.When testing the discharging of a relay pump, the water shall be sent from the water inlet at the design pressure, and an aimer with a caliber of 21mm shall be used at the top storey. The water discharging pressure shall be more than 6kfg/cm2 or 0.6Mpa and water output more than 600 L/min. The design pressure for water delivery shall be obviously marked nearby the water inlet as shown in the figure below:Article 183.PDF
中文原文 各類場所消防安全設備設置標準第183條
（因條文排版無法完整呈現內容，請詳閱完整條文檔案）建築物高度超過六十公尺者，連結送水管應採用濕式，其中繼幫浦，依下列規定設置：
一、中繼幫浦全揚程在下列計算值以上：全揚程＝消防水帶摩擦損失水頭＋配管摩擦損失水頭＋落差＋放水壓力H=h1+h2+h3+60m二、中繼幫浦出水量在每分鐘二千四百公升以上。
三、於送水口附近設手動啟動裝置及紅色啟動表示燈。
但設有能由防災中心遙控啟動，且送水口與防災中心間設有通話裝置者，得免設。
四、中繼幫浦一次側設出水口、止水閥及壓力調整閥，並附設旁通管，二次側設逆止閥、止水閥及送水口。
五、屋頂水箱有零點五立方公尺以上容量，中繼水箱有二點五立方公尺以上。
六、進水側配管及出水側配管間設旁通管，並於旁通管設逆止閥。
七、全閉揚程與押入揚程合計在一百七十公尺以上時，增設幫浦使串聯運轉。
八、設置中繼幫浦之機械室及連結送水管送水口處，設有能與防災中心通話之裝置。
九、中繼幫浦放水測試時，應從送水口以送水設計壓力送水，並以口徑二十一毫米瞄子在最頂層測試，其放水壓力在每平方公分六公斤以上或0.6MPa以上，且放水量在每分鐘六百公升以上，送水設計壓力，依下圖標明於送水口附近明顯易見處。
一、中繼幫浦全揚程在下列計算值以上：全揚程＝消防水帶摩擦損失水頭＋配管摩擦損失水頭＋落差＋放水壓力H=h1+h2+h3+60m二、中繼幫浦出水量在每分鐘二千四百公升以上。
三、於送水口附近設手動啟動裝置及紅色啟動表示燈。
但設有能由防災中心遙控啟動，且送水口與防災中心間設有通話裝置者，得免設。
四、中繼幫浦一次側設出水口、止水閥及壓力調整閥，並附設旁通管，二次側設逆止閥、止水閥及送水口。
五、屋頂水箱有零點五立方公尺以上容量，中繼水箱有二點五立方公尺以上。
六、進水側配管及出水側配管間設旁通管，並於旁通管設逆止閥。
七、全閉揚程與押入揚程合計在一百七十公尺以上時，增設幫浦使串聯運轉。
八、設置中繼幫浦之機械室及連結送水管送水口處，設有能與防災中心通話之裝置。
九、中繼幫浦放水測試時，應從送水口以送水設計壓力送水，並以口徑二十一毫米瞄子在最頂層測試，其放水壓力在每平方公分六公斤以上或0.6MPa以上，且放水量在每分鐘六百公升以上，送水設計壓力，依下圖標明於送水口附近明顯易見處。