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五星级酒店相关要求目前国内建设五星级酒店热度越来越高涨，国际品牌酒店纷纷抢滩中国市场。
尤其是新建的城市综合体，普遍都配建有高档五星级酒店。
高端酒店作为商务、商业的配套，已经成为众多开发商提升项目定位的一个选择，同时也是提升整体销售、租赁的一个筹码。
国际品牌五星酒店的设计相对国内常规五星级酒店也有更高的技术要求。
下面具体的来谈谈高要求下酒店给排水专业设计要点。
给排水设计部分：1、设计标准国际品牌五星级酒店（以洲际、万豪、喜达屋酒店管理公司为例，以下同）原则上要求设计需满足国家建筑给排水相关规范与酒店方设计指南文之高者。
2、水质检测及处理国际品牌五星级酒店设计指南中对各类水质指标均有明确的规定。
以硬度为例，生活用水要求控制在1~1.2mmol/L，洗衣房为0.5~0.75 mmol/L ，厨房普通用水点为0.5~1mmol/L 。
由于国内北方地区普遍超标，因此需要设置软化设备进行处理，可在供水水箱内按比例与市政水混合，达标后按不同区域进行供应。
其他水质指标，视超标情况设置相应的处理设置，如砂滤、碳滤等。
同时酒店管理公司需要建设方提供项目临近范围内的自来水水质检测报告，用于审核处理工艺及作为重要工程资料备案。
对于消毒设施，紫外线消毒器即可以满足酒店的要求。
国际品牌五星级酒店在国内北方地区主要城市比较典型的供水流程为：市政自来水→原水调节池→提升（兼反冲洗）泵→砂滤→软水器软化及混合→供水（软水）水箱→紫外线消毒器→分区供水设备→用水点。
3、给水机房设置在具有多业态的综合体内部，国际品牌五星级酒店原则上要求酒店给水机房完全独立设置，与其他业态给水机房分开。
但如果建设方有较强的综合体物业管理团队（如国际知名的几大物业管理行：第一太平戴维斯、戴德量行等），酒店管理方也会视沟通情况接受如下两种方案：（1）同意共用机房，但供水设备独立设置，空间上要求酒店／非酒店供水设备的位置分割，便于双方物业各自管理。
（2）同意共用机房，也同意供水设备合用，但要求进行严格的计量，保证酒店用水费用可以单独核算。
FIXTURES卫生设备 (319)5.8. SANITARY5.8.1. GENERAL概述 (319)5.8.1.1. Guest Bathroom Sanitary Fixtures客房卫生设备 (319)Toilet Sanitary Fixtures公众厕所卫生设备 (320)5.8.1.2. Public5.8.1.3. Service Area Sanitary Fixtures服务区卫生设备 (320)5.8.2. ENVIRONMENTENERGY CONSERVATION环境和能源保护 (321)&MANUFACTURERS建议的生产厂商 (321)5.8.3. APPROVEDSCHEDULE卫生洁具清单 (321)5.8.4. SANITARYWARE5.8.SANITARY FIXTURES卫生设备5.8.1.GENERAL概述Sanitary fixtures and fittings shall be selected and specified by the Architects-Engineers and approved by IHG before the Construction Documents are issued for bidding purposes. Selections shall be the best products of recognized and reputable manufacturers and substitutions shall not be approved without the express written consent of IHG.卫生设备及其配件应在建设投标文件发布之前，由建筑师和工程师选择，并经IHG 核准。
应该选择公认为最好的产品和知名企业，没有IHG批文，任何代替都不会得到批准。
Fixtures for typical Hotel Bathrooms and public toilets shall be white or color as called for by the Hotel programme, with polished chromium on brass fittings. Fixtures for service toilets shall be white. All fixtures in any one room shall be the product of the same manufacturer, to ensure that colors are identical.在一般情况下，酒店浴室和公共厕所用的卫生设备都是白色的，或者是酒店要求的颜色。
五星级酒店设计、施工细节100条一、通风空调1、电动二通阀要区分是暖通用的还是空调用的暖通上用的要求低很多，其执行机构要求其动作灵敏度不一定很高，现在市场上大多用的是热阀通过脉冲宽度调节开度，既通过热包来工作，空调上的阀最好用机械式的220V电磁阀，这种工作性能好，灵敏度好、反应快。
市场上品牌有：西门子、江森、霍尼威尔等2、风机盘管进水管应装“Y”型过滤器因为空调水管绝大多数应加药冲洗镀膜，在冲洗镀膜时会产生很多的如铁锈、麻丝、生料带等，部分因水冲不走留在盘管内，影响冷热交换效益，有些施工单位在冲洗时怕多次拆洗，故意将过滤网丢掉，失去了过滤器本来作用。
3、风机盘管冷凝水管应有一定的坡度%)4、风机盘管附近应留至少大小是400*400的检修口5、风机盘管回风口上应装过滤网6、风机盘管接管上的阀门用DN20便可7、冷凝水管主管入集水井前应装防臭气串通的存水弯8、在装饰没有完成时，最好不要运行风机盘管，以免灰尘进入风机内，造成低频噪音9、采购风机盘管要注意余压值，对标准客房10P左右，公共区余压值应当经过计算得来10、对于噪音要求高的区域，在送回风管上应加装消音器，有条件的地方加装风口静压箱11、回风口应装带门角可拆式的，需带过滤网，因为空气中有尘埃，回风过滤网需拆洗12、空调水在设计时应采用4管制，同程式13、为了管理方便，可分4-6个供应水系统，公共部门有风机盘管系统一般不采用同程式，但应在此区加设动态平衡阀（或比例积分阀）14、客房空调水立管应在转换层加设阀门，以方便就近事故排水与检修排水，立管最少一般不小于DN50，因为在冲洗镀膜时靠近下面会汇积很多杂质，管径太小，不利排污15、在集分水器进出水管安装阀门处，最好装一长度为20-30CM左右的短管，以方便阀门检修拆装。
16、在空调冷热水管上安装压力表与表盘式温度计时，应注意保温与外保护的厚度，开口支管底坐的长度应超出外保护3-5CM左右17、空调冷热水一般小于或等于DN50采用热镀锌焊接钢管丝口连接，大于DN50采用无缝钢管焊接，镀锌钢管与无缝钢管连接处一般不考虑材料质的区别直接焊接，若较为严格的工程，可考虑用非镀锌焊接钢管一头与无缝钢管焊接，另一头采用丝扣与镀锌管接的方式，（当然也可以采用法兰来连接二种不同材质，只是又增加了法兰及施工难度，这各方式不般一采用）18、空调冷热水为闭式系统，系统管路中会因为气体从水中分离出来，占据部分空间，而影响效果，所以，通常在冷冻站设有真空脱气机19、空调水管道为非镀锌钢管，因此，管道容易生锈，从而影响设备的运行效果与使用寿命，所以在经济发达地区空调水管道必须进行镀膜与运行中加药，以清洗管道内表面锈渍及钝化内表面20、与设备连接的软管要加强质控制，与风机盘连接的软管用长20CM左右的铜质或不锈钢软管，与水泵及其他大型设备连接的可用不锈钢软管，也可用橡胶的，若水压较大的工程，与若软管较大最好加设限位杆，以防拉力较大而拉坏软管21、水泵的进水管应采用顶平偏心大小头22、对减振要求高的区域，水管支架上应加设橡胶垫板23、水泵与冷水机组应考虑顺序，一般地，冷却水从冷却下来先进冷水机组，然后再到水泵，冷冻水也一样，冷水机组在冷冻泵的吸水侧，这样，冷水机组工作时的压力就小，以延长使作寿命24、水泵、冷水机组等设备在采购时一定要注意进线电线与设备端子合的大小是否相匹配，大部分是设备上的小25、空调水若楼层较高（大于30M）应设补偿器，波纹补偿器安装好后应把限位螺母松开，使其能在设计伸缩范围内自由伸缩26、空调主组机搭配选型时，一定要考虑过度季节负荷量，选择一台为总负荷25%量的主机，因为空调主机只有负荷大于其本身30%的用量时才能正常工作，否则会踹气，从而影响使用，长时间会降低使用寿命。
五星级酒店机电设计设备清单及标准五星级酒店机电设计设备清单及标准内容目录Section1.0-电力的供应和分配系统。
1.1 总体要求1.2 应急发电机1.3客房的要求1.4客房浴室的要求Section 2.0-采暖、通风、空调系统。
2.1总体要求2.2客房区域2.3公共区域2.4后勤区域Section 3.0-建筑管理和控制系统3.1 总体要求Section 4.0-供水和分配系统4.1 总体要求Section 5.0-排水系统5.1 总体要求Section 6.0-竖向交通 Vertical Transportation6.1 总体要求6.2 客用电梯的设计6.3 Service，Freight And Oversize Elevator Design 服务梯/货梯/大型电梯的设计6.4 Escalator Design 电动扶梯设计Section 7.0 –Audio/Visual System音频系统7.1 总体要求7.2 A/V Control Room 音响操控室7.3 Audio Systems 音频系统7.4 Function Space A/V Systems 功能厅的音响系统Section8.0-Low Voltage System 弱点系统8.1 总体要求8.2 Computer Technology 电脑技术8.3 Telecommunication Technology…通讯技术8.4 Guestroom Technology 客房相关技术8.5 Special Construction 特殊的建设施工Section 9.0 –Security System 保安系统9.1 总体要求9.2 Security Alarm System 保安警报系统9.3 Paging System 寻呼系统9.4 CCTV System 卫星电视系统Section 1 供配电系统ELECTRICAL SUPPLY AND DISTRIBUTION SYSTEM1.1 总体要求 GENERAL REPUIREMENTS强电工程师应与当地有关部门索取有关当地情况的信息，包括如下：·断电，电力不足，相位丢失的频率与周期。
五星级酒店之机电顾问服务范围和深度五星级酒店之机电顾问服务范围和深度服务范围机电顾问服务范围的机电系统包括下列内容：暖通、空调系统*各区域空调设备*机械送排风系统*楼梯加压系统*排烟系统*供冷系统*锅炉及中央采暖热水系统*蒸汽系统*燃气系统消防系统*自动喷水灭火系统*消火栓系统*气体灭火系统*火灾报警系统*火灾事故广播系统*手提灭火器*气体灭火系统*高空自动水炮系统*其它在机房、厨房特设的防火系统给/排水系统*生活用冷热水供应系统*雨水和废水排放系统*生活水和废水处理系统*游泳池和水景过滤系统*绿化水系统*中水回用系统*雨水回收系统强电系统*高压开关及高压配线*变压系统*低压配线*后备发电机及燃油系统*动力及照明系统包括：厨房、游泳池和酒店后勤区域*室外照明配电*机电设备自控或监察系统*电讯配线系统*防雷及接地系统弱电系统*背景音乐广播系统*电话及网络配线及电话交换机系统*保安系统(门禁、巡更、报警、监控等)*卫星天线与有线电视配线系统*宽带网络系统*车道闸系统*楼宇自动化控制系统垂直运输系统*客用电梯*服务电梯*电动扶梯*观光电梯配合特别顾问的服务机电顾问需与业主指定的其它专业特殊顾问/供应商协调，配合特殊系统的机电配套设计，但不包含以下特殊系统的设计：*户外及室内照明效果设计（由照明顾问负责，但机电顾问配合供电） *园林水景设计（但水循环系统由机电顾问负责）*人防区内之机电系统（由有资质的设计院负责）*AV特殊音响设计（由专业音响顾问负责）*厨房设备、洗衣房设备设计*健身桑拿设备设计*酒店电脑管理系统设计及酒店IT系统一、服务内容2.1方案设计及初步设计阶段的顾问咨询服务1）根据建筑设计资料综合前期投入成本及今后营运成本，与业主、酒店管理公司及设计院一起确立机电系统设计参数。
2）根据酒店管理公司绿色管理手册根设计院一起确立机电系统设计确保酒店建好后能得到管理公司绿色参与三级的级别3）根据建筑师的初步方案估算各机电系统的容量，市政配套的要求，并通过国内设计院，商讨落实要求。
3.15.MASTER ANTENNA TELEVISION AERIAL SYSTEM ..206 3.15.1. GENERAL (206)3.15.2. DESIGN CRITERIA (206)3.15.3. SPECIFICATION & APPLICATION GUIDE (207)3.15.MASTER ANTENNA TELEVISION AERIAL SYSTEM3.15.1.GENERALThis section covers the provision of a master antenna television aerial system together with the requirements for specialised power outlets for the system.It is intended that the master antenna television aerial system is wired by the electrical systems installer with final connection being made by a specialist systems installer.3.15.2.DESIGN CRITERIAThe master antenna television aerial (MATV) system should be designed to provide the following output channel relays:MATV•All locally available terrestrial TV channels• A minimum of two FM radio channels.•Pay Per View Movie system.•Two in-house music channels.•Satellite television receive only (TVRO) channels, (number to be confirmed by IHG for each project.TVRO IHG•Provision for room bill review/hotel information system./•Pay TVThe system should be arranged so that a single aerial/dish array serves the whole complex.The wiring system should be designed to accommodate a 25% future expansion.The system should be provided to each lounge area, each guest room, each bar and restaurant, each function room, the resident managers’ office, health club, staff canteen and the hotel engineers office.3.15.3.SPECIFICATION & APPLICATION GUIDEThe aerial location should be selected to provide the strongest and steadiest signal with no observable ghosting and minimal interference. Construction should be of heavy gauge aluminium or stainless steel.The mast and satellite dishes should be bonded to the lightning protection system and designed to withstand a wind velocity of 100kM/h.The satellite dish should be provided with all necessary amplifiers, filters, etc and fitted to a motorised mounting.Amplifiers should be of the single channels type rated for 24 hour operation, 365 day per year, and include two units to operate spare channels. Amplifiers should be suitable for mounting in a 500mm rack and provided with a suitable power pack unit.Digital video discs should be rack-mounted capable of 7 day, 24 hour programming for in-house transmission.Splitter units should be of the reaction type. Tee units should be of the transformer type.The system should be wired in CAT 6 cable run in concealed dedicated conduit or trunking.Outlet plate cable terminated behind the television should be a nominal CAT 6 valve, RJ45 and be provided with a CAT 6 fly-lead for connection to the TV set.A twin socket outlet, of locally used type will be provided adjacent to each main and local distributionamplifier position, fed from a local distribution panel board.If country broadcasts analogue signal, 75 ohm co-axial cable shall be used in lieu of CAT 6.756。
五星级酒店机电专业工程给排水专业技术文件第一节总则2.1. 设计及施工验收规范1. 《建筑给水排水设计规范》(GB50015-2003)2. 《室外给水设计规范》(GB50013-2006)3. 《室外排水设计规范》(GB50014-2006)4. 《二次供水设施卫生规范》(GB17051-1997)5. 《生活饮用水卫生标准》(GB5749-2006)6. 《人民防空地下室设计规范》(GB50038-2005)7. 《虹吸式屋面雨水排水系统技术规程》(CECS183:2005)8. 《污水排入城市下水道水质标准》(CJ3082-1999)9. 《水污染物排放限值》(DB44/26-2001)10. 《民用建筑设计通则》(GB50352-2005)11. 《饮食建筑设计规范》(JGJ64-89)12. 《商店建筑设计规范》(JGJ48-88)13. 《汽车库建筑设计规范》(JGJ100-98)14. 《锅炉房设计规范》(GB50041-2008)15. 《公共建筑节能设计标准》(GB50189-2005)16. 《智能建筑设计标准》(GB/T50314-2006)17. 《绿色建筑评价标准》(GB/T50378-2006)18. 《公共建筑节能设计标准》(GB50189-2005)19. 《公共建筑节能设计标准》广东省实施细则(DBJ15-51-2007)20. 《旅店业卫生标准》(GB9663-1996)21. 《声环境质量标准》(GB3096-2008)22. 《建设工程文件归档整理规范》(GB/T50328-2001)23. 《城市建设档案着录规范》(GB/T50323-2001)24. 《建设项目工程总承包管理规范》(GB/T50358-2005)25. 《建筑工程施工质量评价标准》(GB/T50375-2006)26. 《建筑工程施工质量验收统一标准》(GB50300-2001)27. 《施工企业安全生产评价标准》(JGJ/T77-2003)28. 《建筑施工安全检查标准》(JGJ59-99)29. 《建筑施工高处作业安全技术规范》(JGJ80-91)30. 《施工现场临时用电安全技术规范》(JGJ46-2005)31. 《建筑机械使用安全技术规范》(JGJ33-2001)32. 《建筑拆除工程安全技术规范》(JGJ147-2004)33. 《现场设备、工业管道焊接工程施工及验收规范》(GB50236-98)34. 《给水排水构筑物工程施工及验收规范》(GB50141-2008)35. 《给水排水管道工程施工及验收规范》(GB50268-2008)36. 《建筑给水排水及采暖工程施工质量验收规范》(GB50242-2002)37. 《人民防空工程施工及验收规范》(GB50134-2004)38. 《机械设备安装工程施工及验收通用规范》(GB50231-98)39. 《压缩机、风机、泵安装工程施工及验收规范》(GB50275-1998)40. 《建筑排水柔性接口铸铁管管道工程技术规范》(CECS 168:2004)41. 《排水用柔性接口铸铁管及管件》(GB/T12772-1999)42. 《智能建筑工程质量验收规范》(GB50339-2003)43. 建设项目环境保护管理办法(86)国环字第003号文其它与本工程有关的中国国家及地方法律、标准及规范2.2. 施工安装要求按照现行有关规范、规程、标准和设计图纸进行安装施工。
5.5. STORM DRAINAGE SYSTEM (307)5.5.1. GENERAL (307)5.5.2. DESIGN CRITERIA (307)5.5.3. SPECIFCATION & APPLICATION GUIDE (307)5.5.3.1. Hard Standing Area Drainage (307)5.5.3.2. Manholes and Inspection Chambers (307)5.5.3.3. Catch Basins (308)5.5.3.4. Seepage Pits (308)5.5.3.5. Drainage from Roof & Terrace Areas (308)5.5.3.6. Drainage from Pitched Roof Areas (308)5.5.3.7. Syphonic Surface Water Systems (309)5.5.4. ENVIRONMENT & ENERGY CONSERVATION (309)5.5.5. SPACE ALLOCATION (309)5.5.6. COMMISSIONING & TESTING (309)5.5.7. SPARE PARTS (310)5.5.STORM DRAINAGE SYSTEM5.5.1.GENERALProvide a complete system of storm drainage piping inside the building, collecting water from all roof areas, setback areas, plazas, etc. Connect to headers and, in turn, connect to house drains which will discharge into a storm sewer, combination sewer, ocean, rain water cisterns, or swale, as conditions dictate. All drainage below gravity level should be collected and drained into a sump and then pumped into the storm house drain. Pumps should be in duplicate and be provided with emergency power where available.In those areas where the water supply is limited, the storm piping may discharge into a cistern for use of non-potable system. Refer to section 5.1 for details of non-potable water systems.5.5.2.DESIGN CRITERIAAs a minimum, unless otherwise dictated by code, design storm drainage based on records kept for the area for 10 minute, 25-year interval storm. Coordinate with Architect and IHG to provide balconies with drains piped to the storm drainage system.5.5.3.SPECIFCATION & APPLICATION GUIDE5.5.3.1.Hard Standing Area DrainageAll areas including parking areas, walkways, loading bays, etc, shall be drained by means of grading the area towards catch basins or curb drains, piped to sewers, swale, ocean, as directed. Provide manholes for maintenance. Where required by local codes provide gasoline/petrol interceptors, ventilated to atmosphere in compliance with local regulations.5.5.3.2.Manholes and Inspection ChambersManholes should be constructed of concrete, brick or pre-cast concrete block, tapered to a cast iron frame and cover. Where manhole cover is situated internally a double seal airtight cover must be installed.Manhole bottoms should be of poured concrete with either smooth channels or haunched around purpose made cast iron inspection chamber branches.Provide step irons include cement waterproofing internally and externally.5.5.3.3.Catch BasinsCatch basins may be constructed of brick, concrete or precast concrete with cast iron frames and grates, interior and exterior finished same as manholes described above.5.5.3.4.Seepage PitsWhere dry wells are desired for seepage purposes, construct with 200mm concrete block with open vertical joints and mortared horizontal joints. Provide concrete slab cover or frame and grating and surround the entire periphery of dry well with a 600mm wide layer of 25mm to 38mm crushed stone.5.5.3.5.Drainage from Roof & Terrace Areas“Flat” roof areas should be built to a minimum falls of 1:200. Outlets should be positioned at the perimeter of roof areas with thresholds to raised plantrooms, etc, at roof level set at higher flevel than the roof edge. Roofs with parapet walls or which are landlocked, such as valley gutters, should have overflow arrangements in addition to the roof outlets.5.5.3.6.Drainage from Pitched Roof AreasThe traditional method of drainage surface water from pitched roof areas is by means of guttering.Gutters are available in various materials, but chiefly cast iron, aluminium and UPVC.•Cast Iron guttering and down pipes are usually supplied unpainted apart from primer, to be painted in co-ordination with architectural finishes.•Aluminium guttering and down pipes are usually supplied pre-coated in colours specified by the procurer/architect to co-ordinate with finishes.•UPVC guttering and downpipes are usually self coloured plastic with the range of colours dependant upon the manufacture selected.Each of the above types of guttering comes in a range of profiles with circular or rectangular downpipes.In areas subject to snow fall conditions it is advisable to fit snow-boards prior to the gutters to prevent slippages of snow dislodging or damaging the gutters.Down pipes from gutter should have strainers fitted in the nozzle outlets from the gutter to prevent ingress of large objects, debris, or fowl entering the downpipe. Downpipes should be fitted with accesspanels at bends or branches in excess of 45°and at the lowest point of the downpipe prior to the connection to drain.5.5.3.7.Syphonic Surface Water SystemsWhere very large flat surface areas require drainage, syphonic drainage systems may be considered.Systems are available for roof areas and hard standing areas such as car parks.,syphonic syphonicThe system operates on the principle of syphonic action, with carefully sized outlet connections to horizontal surface water manifold pipes. These are connected to downpipes designed to flood under normal operating conditions creating a plug of water, which in turn floods the manifold and outlets.Then the action of gravity upon this plug of water literally sucks the surface water into the system.syphonicThe systems are normally designed, supplied and installed by Specialist Contractors, using fusion welded plastics for pipe and fittings. They are not suitable for smaller roof areas because of the large quantity of water flow required to initialise the systems operation. Contact IHG when considering the application of syphonic systemssyphonicsyphonic5.5.4.ENVIRONMENT & ENERGY CONSERVATIONIdeally all storm water drainage should be achieved by gravity, avoiding unnecessary use of sumps and sump pumps.To conserve water, storm water should be collected in storage cisterns for use with the non-potable water system.5.5.5.SPACE ALLOCATIONServices zones on upper floors and below terraces and balconies should be allowed for the horizontal transfer of surface water from outlets to riser shafts.Where surface water cisterns are to be included a space should be allotted at low level or ground levelthat is of adequate size based on expected rainfall.5.5.MISSIONING & TESTINGAll systems should be fully tested and operational prior to turnover to IHG. Copies of all records should be given to hotel Chief Engineer. Demonstration of system performance and instruction to IHG personnel should be included.IHGUnless otherwise dictated by Code or authorities having jurisdiction, test piping systems as follows:Test the surface water piping inside the building. Test should include the entire system from the lowest point of the system to the highest outlets at roof level. The air tests shall be applied to the surface water drainage system in its entirety or in sections. Sections which are found satisfactory need not be retested after completion of the entire system unless considered necessary by the proper administrative authority.Testing to follow same principles as for first fix sanitary installation described in section 5.8.7.5.8.7Test buried drainage and manholes with a water test, prior to backfilling trench inserting plugs into the low end of the system, imposing a column of water 1.2m minimum at high end and 2.4m at low end.Steep drainage section should be tested in sections to achieve this.Once filled allow some time for absorption, fill to desired level, then over a period of 30min add measured amounts to maintain level. This amount should not exceed 0.06litres per hour per 100m per mm of pipebore. Repeat test after backfilling.5.5.7.SPARE PARTSThe Engineer should specify a requirement for spare parts to be furnished by the Plumbing Contractor.The number and type of spare parts should relate to the type of equipment specified and to the availability of a source of supply. The following list represents a minimum standard which the Engineer shall enlarge upon as required by local conditions.Plumbing ContractorEquipment Local Manufacture ImportedPumps Enough packing to repack allpumps Same plus Manufacturer’s export kitAll Hand Operated Shutoff Valves 5% complete valves each size andtype; 10% complete repacking,reseating kits each type5%10%10% complete valves each size;20% complete repacking, reseatingkits each type10%20%All Plumbing Motors Manufacturer’s export kit Manufacturer’s export kitEquipmentLocal ManufactureImportedAll Plumbing Starters,Contractors and Relays1 set of contacts each type 1 magnetic coil each type2 sets contactors each type; 2 magnetic coil each type;22Grease Interceptor3 months 3Manufacturer’s export kit;Chemicals for 3 month operation3Access Covers10% spare gaskets and grease, nuts and bolts 10%。
