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�z <br />,sa <br />14U <br />130 <br />170 <br />110 <br />I� <br />E 90 <br />n <br />i 80 <br />a <br />� 70 <br />O <br />co <br />so /�n <br />30 <br />7U <br />t [) <br />0 —�- <br />0 �0�9 <br />.�oo <br />J50 <br />300 <br />( 750 <br />F <br />� :Lq <br />U <br />� iso <br />100 <br />':0 <br />SIZING \5'ATER SERVICE LINES AND �fETERS <br />Dometti< Use <br />Hohlv <br />Shopping Cmtert <br />Re•�awaniti <br />PubGc Schooit <br />r�.�.e, a�.�o-��„m <br />Ilotpilals <br />Dnnies�ir Us�•Oniy <br />Ilo Iniqa�wn <br />Bee� an J5 psi n� h7eter <br />Oischaigc lor Niqhu <br />Pretsures ApNly faclor <br />Irom Table d-1 <br />OamMrc Use <br />ppm�inenn <br />Alntels <br />ConJonunwms <br />��dllll PalA3 <br />1(MI 3lq AfNI SIHI G00 700 800 900 1000 I100 17W 1300 <br />ComluneA �niure Val�e <br />Fip. 4.4. Water•Flow Demand per Fixture Velue—Low Range <br />Dn���rsuc Uu <br />Rmulential Subu�L�_ <br />Ilotel5 � <br />Sl�a� �ning Cnn�rn <br />firtimvanit <br />r�i�i�� sn,<�„it-u�ad���ys <br />Ilutprinit <br />A�uitmrnit <br />CunAon��nwms <br />hLnrls <br />Tra�irr Pm�s <br />flned on 35 psi at Mrter <br />�nclurG� lor N�g�kr <br />Prtssurc AnnN facm� <br />frorn laLle 4-i <br />o��,n�„ u:e o�,q. <br />Nn Iniqaiion <br />Ol__ �._...i'— �—i'_i_i__ i._ii__—it—L—� � �—`J <br />11 � • � � ! G ] 8 9 10 1 t 17 t:i <br />fm: lumvf f nmy� \'a'�ur - W' unns <br />Fig. 4.5. Water-Flow Demand per Fixture Value—High Range <br />detailed lisls of futures before estimates can be prepared. If the structure is in the <br />planning stage, tlie mechanicsl enginecr or architect is the best souree of inibrmation, <br />and, if cunsiruction is underway, the plumbing contractor or the building permits <br />seclion of the cily will have ihe information. Pield lrips by the estim�tor are often <br />necessary �o assisl the custumer as well as to properly assess the project w6en <br />n <br />