1300 BRUSKRUD RD WSP VEHICLE SCALE 2016-01-01 MF Import

JOB NAME: Everetl Weigl LOCATION: Everett, WA BLDGIAREA: wciahl slation PROJECT OATA. • __ BUILDING UTILITY WORKSHEET PROJEG7 ID: 0 DATE: 4168D JOB NUMBER: 21J-320 ENGINEER: Bretl Parks FILE NAME: 213-320 FIXUNIT2009UPC.xis PROJECT ADDRESS: project address WATER SERVICE JURISDICTION: PHONE NUMBER: numher NAME OF CONTACT: name PRESSURE AT WATER MAIN: BUILnING ELEVATION AT STREET: BUILDING ELEVATION TO HIGH POINT: BUILDING ELEVATION TO LOW POINT: PRESSURF. TO OPERATE LAST FIXTURE LENGTH OF LONGEST PIPE RUN AVE!:AG[ PRESS DROP/100 FT OF PIPE PRESSURE UROP THRU IdETER PRESSURE DROP THRU BFP: PRESSURE DROP THRU PRV: pRESSUFE DROP THRU MIXING VALVE: cmR i wn COLD WATER SUPPLY: HOT WATER SUPPLY: WASTE SYSTEM: 45 PSI 1 FEET 10 FEET 2 FE[T 20 PSI 80 FEET 3 PSI 3 PSI 5 PSI 0 PSI 2 PSI 1 " PIPE SIZE 0.75 " PIPE: SI7E 3" WATER PRESSURE FOR HIGH POINT PRESSURE AT STREET 450 PSI PRESSURE DROP THRU METER 30 PSI PRESSURE DROP THRU BF P 50 PSI PRESSURE DROP 7NRU PRV 00 PSI PRESS. LOSS DUE TO ELEVATION A 7 PSI PRESS. TO OPERATE LAST FIXTURE �00 I';;I PRESSURE LOSS DUE TO FRICTION 3 6 PSI PRESSURE DROP THRU MIX VALVE � 0 PSI MAX OPERATING PRESS RFMAINING 6 7 PSI MAX STATIC PRESSURF AT TOP I 40 3 PSI 213� 20 FIXUNIT2D09l1PCxls ELEVATION OF WAT[R TOW[R IF TANK USE 20 ADDITIONAI. FLOW FOR I.IECHAPJICPL EQUIP. IF FV USE 30 – -- — 9 GPM 4 GPM 0 G FV.1 WATER PRESSURE FOR LOW POtNT PRESSURE AT STREET: 450 PSI PRESSURE DROP TfiRU MFTER: 30 PSI PRESSUR[ DROP THRU BFP 50 PSI PRESSURE DROP THRU PRV 00 PSI PRESS. GAIN DUE TO ELEVATION 1 3 PSI Pf2ESS. TO OPER{1TE LAST FIXTURE. 100 PSI PRFSS LOSS DU[ TO FRICTION 36 PSI 1J 1 F'SI MAX. STATIC PRESS. A"f BOTTOM.I 43 7 PSI k/�� �. . . FortnRewsed�'H7011/OeIV �