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6.2 STTR tTTILITIES <br /> 6.2. 1 Site mechanical utilities shall be surface r,:ounted. It <br /> shall be the responsibility o! tha Designer to eatend the <br /> buildinq service lines to existing utilities and make the <br /> approprinte connections. It shall also be tha <br /> lo psnandiservice linesehaveesufficientBcapacityeto ility <br /> support the buildinq requirements. Tha size, pressur�: <br /> requirementa, flow capacity nnd location of the service <br /> lines to the buildings shall be identified as soon es <br /> practical during the desiqn phase in order to facilitate <br /> coordination. <br /> 6,Z,Z Sanitary sewer lines shall be sized for the anticipated <br /> buildinq loads. <br /> 6.2.3 Storm drains nre not required. <br /> 6.3 PLt�HTNG SYSTEMS <br /> 6.3. 1 p�+�*�bina Fixtures <br /> 6.3.1.1 anticipatedrdensities�otlmalesandnfemalepoccupantsor the <br /> 6.3.1.2 Water closete shall usa wall hung siphon-jet models. <br /> � Bnck-to-bnck installations shall have vertical chair <br /> carriers. <br /> 6. 3.1. 3 Urinale sha] 1 be wall hung siphon-jet type firmly <br /> • anchored to specifically desiqnad wall structura capable <br /> o! supporting a 250 lb. load with no appreciable <br /> deflection, or supported by floored withdflushevalves and <br /> carriers. Urinals will be equipp <br /> 2" drain outlets. <br /> 6. � . 1. 4 Lavatorfes shall be vanity mounted self-rimming, or if <br /> wall hung, shall be anchored or supported similar to <br /> urinals. Lavatories Mill be equipped with mixing faucets <br /> and 1-1/2" traps. <br /> 6.3. 1. 6 Floor drains shall be provided as required. <br /> 6. 3.2 DOMESTIC WATER <br /> 6. 3 .2 . 1 ha:er pressures will be regulated to suit the needs of <br /> the fixtures and equipment to be installed. Normal <br /> domestic water pressure will not exceed 70 psig inside <br /> buildings. <br /> 6. 3. 2 . 2 Provide water heater(s) necessary to furnish a su�ficient <br /> � supply of hot water to each toilet raom. <br /> -15- � <br />