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PLUMBING DRAINS 0
<br /> MARK AD1 DC1 PD1 P01 RD1 OD1 RD2 OD2 ON1 D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 W C
<br /> DESCRIPTION FIXTURE AREA DRAIN DRAIN PLANTER PLANTER ROOF DRAIN OVERFLOW ROOF DRAIN ROOF DRAIN DOWNSPOUT FLOOR DRAIN FLOOR DRAIN FLOOR SINK FLOOR SINK FLOOR DRAIN FLOOR SINK FLOOR DRAIN TRENCH TRENCH TRENCH
<br /> TYPE FLUSH COVER DOME OVERFLOW DOME DOME CORNICE CORNICE NOZZLE STD DUTY STD DUTY STD DUTY STD DUTY HW DUTY HW DUTY EHD DRAIN DRAIN DRAIN U U
<br /> SIZE PIPE SIZE: IN — — [1] [1] — — — — — — — — — — 4 4 4 4 4
<br /> Z 7.4
<br /> SIZE: IN 12 — 12 12 15 — — — — 5x5 5x5 12x12 12x12 9 12x12 9" RD 8x45 12x50 12x24
<br /> TRAP PRIMER: IN — — — — — — — — — — 1/2 1/2 — 1/2 1/2 W .--
<br /> MATERIAL
<br /> °MATERIAL BODY DCCI SS DCCI DCCI DCCI DCCI DCCI DCCI NB DCCI DCCI PCCI DCCI DCCI DCCI DCCI DCCI DCCI DCCI
<br /> STRAINER / GRATE CI — CI CI CI CI NB NB — NB NB PCCI DCCI NB SS DCCI DCCI DCCI DCCI 0 ,,,a-)
<br /> BASIS OF DESIGN MANUFACTURER ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN ZURN
<br /> MODEL Z154—DT ZS199—DC Z348 Z349SD—SS Z100 Z100 ZN180HD ZN180HD ZANB199—SS ZN415-55 ZN415-55 Z1902-2 Z1902-2 ZN520 Z1902-2 Z679 Z667 Z665 Z794-15L
<br /> NOTES [1, 2] [1] [5] [1, 2] [1, 2, 3] [6] [1] [1] [1] [1] [1] [1] [1] [1] [6]
<br /> NOTES: ( ' 4'
<br /> 1. SIZE AS INDICATED ON PLANS. 0 t
<br /> 2. PROVIDE WITH DECK PLATE, DRAIN RISER, ROOF SUMP RECEIVER AND SECONDARY CLAMP.
<br /> 3. PROVIDE WITH 2" HIGH INTERNAL WATER DAM. i' a) >''CZ W
<br /> 4. REFER TO ARCHITECTURAL DETAIL.
<br /> 5. PROVIDE SOLID STANDPIPE LENGTH FOR DOME TO BE 2" ABOVE FINISHED GRADE. 4,
<br /> 6.
<br /> PROVIDE
<br /> STAINLESS STEEL HIGH WATER DAM.
<br /> PLUMBING FIXTURES D
<br /> MARK PIA P1 B P1 C P1D P2 P3 P3A P3B P3C P3D P3E P3F P3G
<br /> DESCRIPTION FIXTURE WC WC WC WC URINAL LAVATORY LAVATORY LAVATORY LAVATORY NOT LAVATORY LAVATORY LAVATORY
<br /> TYPE, MOUNTING FV, FLOOR FV, FLOOR FV, FLOOR FV, FLOOR FV WALL HUNG COUNTER WALL HUNG WALL HUNG USED WALL HUNG WALL HUNG WALL HUNG
<br /> ROUGH-IN COLD WATER: IN 1 1/2 1 1/2 1 1/2 1 1/2 3/4 1/2 1/2 1/2 1/2 1/2 1/2 1/2 EVERETT, WASHINGTON
<br /> HOT WATER: IN — — — — — 1/2 1/2 1/2 1/2 1/2 1/2 1/2
<br /> WASTE: IN 4 4 4 4 2 2 2 2 2 2 2 2 ,GU NSO�
<br /> VENT: I N 2 2 2 2 2 2 2 2 2 2 2 2 k"'- ,<.
<br /> (-,-
<br /> NOTES [3] [4] [8] [3] [3] [1,3] [3] [3] [2, 3] [4] [3] S v�
<br /> MARK P3H P3J P3K P4 P4A P4B P4C P4D P4E P4F P4G P4H P4J N LG 1---..c?
<br /> DESCRIPTION FIXTURE NOT LAVATORY LAVATORY NOT SINK SINK SINK NOT SINK SINK SINK SINK SINK
<br /> TYPE USED WALL HUNG WALL HUNG USED SINGLE SINGLE SINGLE USED DOUBLE SINGLE DOUBLE DOUBLE SINGLE 7� ,�
<br /> ROUGH-IN COLD WATER: IN _ 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 �h'JT EO'
<br /> HOT WATER: IN 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2
<br /> WASTE: IN 2 2 2 2 2 2 2 2 2 2 Architecture/Planning/Interior Design
<br /> VENT: IN 2 2 2 2 2 2 2 2 2 2 Portland Seattle Los Angeles Washington DC
<br /> CA: IN — — — — — — — — — —
<br /> NOTES [2, 3] [2, 3] [2] [1, 3] 111 [2, 5] [2, 3] 925 Fourth Ave.,Suite 2400
<br /> MARK P4K P4L P4M P5 P6 P6A P7 P8 P8A P8B P9 P10 P11 Seattle,Washington 98104
<br /> DESCRIPTION FIXTURE SINK SINK NOT SINK SINK SINK SCRUB SHOWER SHOWER SHOWER WATER WASH MACH WATER (PH)206 623 9414
<br /> TYPE, MOUNTING DOUBLE SCULLERY USED CLINIC SERVICE SERVICE SINK FITTINGS — — FOUNTAIN SUP/DRAIN SUPPLY (FAX)206 623 7868
<br /> ROUGH-IN COLD WATER: IN 1/2 1/2 1 1/2 3/4 3/4 1/2 1/2 1/2 1/2 1/2 1/2 1/2
<br /> HOT WATER: IN 1/2 1/2 1/2 3/4 3/4 1/2 1/2 1/2 1/2 — 1/2 —
<br /> WASTE: IN 2 2 4 3 3 2 2 2 2 2 2 — Consultants
<br /> VENT: IN 2 2 2 2 2 2 2 2 2 2 2 — LIFE SAFETY
<br /> CA: IN — — — — — — — — — — — — ROLF JENSEN&ASSOCIATES
<br /> NOTES [1] [2, 5] / \ 19125 North Creek Parkway Suite 120
<br /> MARK P12 P13 P14 P15 P16 P17 P18 WH1 WH2 HR1 HS1 MV1 MV2 Bothell,Washington 98011
<br /> DESCRIPTION FIXTURE WATER WATER EMERGENCY NOT DIALYSIS ICE MACHINE TRAP WALL WALL AIR HOSE HOSE MIXING MIXING CIVIL ENGINEER
<br /> TYPE SUPPLY DRAIN SHOWER USED BOX DRAIN PRIMER HYDRANT HYDRANT REEL SPRAY VALVE VALVE Magnusson Klemencic Associates
<br /> ROUGH-IN COLD WATER: IN (2) 1/2 [6] 1 1/4 1/2 1/2 1/2 3/4 3/4 — 1/2 1 3/4 1301 Fifth Avenue,Suite 3200
<br /> HOT WATER: IN — [6] 1 1/4 1/2 — — — 3/4 — 1/2 1 3/4 Seattle,Washington 98101-2699
<br /> WASTE: I N — 2 — — 2 — — — — — — —
<br /> VENT: IN — 2 — — 2 _ _ _ _ _ _ _ LANDSCAPE ARCHITECT
<br /> CA: IN — — — — — — _ _ 1/2 — — _ Site Workshop
<br /> 927 Post Alley
<br /> NOTES [6] [7] Seattle,Washington 98101
<br /> NOTES:
<br /> 1. REFER TO ARCHITECTURAL SPECIFICATION FIXTURE DISCRIPTION. STRUCTURAL ENGINEER
<br /> 2. WITH EMERGENCY EYEWASH AND THERMOSTATIC MIXING VALVE. Magnusson Klemencic Associates
<br /> 3. WITH BATTERY ELECTRONIC FAUCET OR FLUSH VALVE. DOMESTIC HOT WATER STORAGE TANKS 1301 Fifth Avenue,Suite 3200
<br /> Seattle,Washington 98101-2699
<br /> 4. PENAL WARE. MARK ST-1 ST-2 ST-3
<br /> 5. PLASTER TRAP. SERVICE 140 DEGREE 120 DEGREE LP 120 DEGREE HP MECHANICAL ENGINEER
<br /> =—_ 6. PROVIDE AIR GAP FITTING AND MCHANICAL TRAP PRIMER IN STAINLESS STEEL CABINET. LOCATION LEVEL 4 LEVEL 4 LEVEL 4 CDi Engineers
<br />_..„-,., n 7. PROVIDE MCHANICAL TRAP PRIMER IN STAINLESS STEEL CABINET. CAPACITY GALLONS 140 250 250 19203 36th Ave.W,Suite 200
<br /> 8. PEDIATRIC WATER CLOSET. BASIS OF DESIGN MANUFACTURER A.O. SMITH A.O. SMITH A.O. SMITH Lynnwood,Washington 98036
<br /> -
<br /> r
<br /> MODEL TJV-140 TJV-250 TJV-250 ELECTRICAL ENGINEER
<br /> NOTES [1] [1] [1] SPARLING
<br /> NOTES: 720 Olive Way,Suite 1400
<br /> 1. ASME CODE CONSTRUCTED TANK WITH INSULATED METAL JACKET. Seattle,Washington 98101-1853
<br /> GENERAL CONTRACTOR
<br /> M.A.Mortenson Company
<br /> 14719 N.E.29th Place
<br /> EXPANSION TANKS Bellevue,Washington 98007
<br /> MARK ET-1,-1A ET-2 ET-3 ET-4 ET-5 ET-6 ET-7 ET-8 ET-9 ET-10 ET-11 ET-12 ET-13 ET-14 ET-15
<br /> LOCATION LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 AHU-1, —2 AHU-3 —,4 LEVEL 4 LEVEL 4 AHU-1, —2 AHU-3, —4 LEVEL 4 Revisions
<br /> SERVES HTG WTR PROC SEC PRO CH WTR HR SYSTEM ST-1 ST-2 ST-3 GPS-1 HR SYSTEM HR SYSTEM MPP-1 LPP-1 GPS-2 GPS-3 MPP-2
<br /> TYPE DESCRIPTION BLADDER DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM DIAPHRAGM
<br /> TANK VOL: GAL 370 21.7 21.7 44.4 7.6 26 77 2.1 21.7 21.7 2.1 2.1 2.1 2.1 2.1 DOCUMENT RELEASE 09 11/03/08
<br /> ACCEPT VOL: GAL 150 11.3 11.3 22.6 2.4 11.3 34 0.9 11.3 11.3 0.9 0.9 0.9 0.9 0.9
<br /> CAPACITY FLUID WATER WATER WATER PROP GLY WATER WATER WATER PROP GLY PROP GLY PROP GLY WATER WATER PROP GLY PROP GLY PROP GLY DOCUMENT RELEASE 11 02/09/09
<br /> MIN PRESS: PSIG 70 70 70 30 70 70 70 40 30 30 60 60 40 40 40 DOCUMENT RELEASE 13 03/09/09
<br /> MAX PRESS: PSIG [3] 1 10 110 110 110 100 100 100 60 110 110 110 110 60 60 60 DR 15 ADDENDUM 2 03/20/09
<br /> MIN TEMP: F 50 50 50 50 50 50 50 50 50 50 42 42 50 50 50
<br /> MAX TEMP: F 180 90 90 90 140 120 120 90 90 90 80 80 90 90 90 A DOCUMENT RELEASE 21 09/14/09
<br /> BASIS OF DESIGN MANUFACTURER AMTROL AMTROL AMTROL AMTROL AMTROL AMTROL AMTROL AMTROL AMTROL AMTROL AMTROL AMTROL AMTROL AMTROL AMTROL A DOCUMENT RELEASE 22 09/28/09
<br /> MODEL A1400—L AX-40V AX-40V AX-80V ST-20V—C ST-60V—C ST-180V—C ST-5—C AX-40V AX-40V ST-5—C ST-5—C ST-5—C ST-5—C ST-5—C
<br /> OPERATING WEIGHT 2160 220 220 610 75 230 250 35 220 220 35 35 35 35 35
<br /> NOTES [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3] [1, 2, 3]
<br /> NOTES:
<br /> 1. FREE—STANDING UNIT.
<br /> 2. PRE—CHARGE TANK TO MINIMUM SYSTEM PRESSURE.
<br /> 3. PROVIDE 125 PSIG WORKING PRESSURE RATING.
<br /> DOMESTIC HOT WATER HEATER: STEAM TO WATER PRECAST CONCRETE VAULT
<br /> MARK DWH-1 DWH-2 DWH-3 DWH-4 DWH-5 MARK PCV-1 PCV-2 PCV-3 CLOSEOUT PRINTING 04/01/12
<br /> SERVICE DHW DHW—LP DHW—LP DHW—HP DHW—HP SERVICE GREASE WS1 SANITARY SAND/OIL
<br /> LOCATION LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 LEVEL4 LOCATION RECEIVING RECEIVING RECEIVING
<br /> CAPACITY MBH /l\ 1,350 2,815 2,815 4,690 4,690 DIMENSIONS(FT) W X L X D (NOM) 6'-8"x1 2—8 x 8' 6'-3"x7'-9"x7'-2"6—3"x7'-9"x7'-2"
<br /> STEAM PRESS: PSIG [5] 12/5 12/5 12/5 12/5 12/5 BASIS OF DESIGN MANUFACTURER UTILITY VAULT UTILITY VAULT UTILITY VAULT Drawing Title
<br /> LBS/HR 1,400 2,970 2,970 4,940 4,940 MODEL 612—GA 676—WA 660—ST,660—SB EQUIPMENT SCHEDULES
<br /> FLUID TYPE DOM HW DOM HW DOM HW DOM HW DOM HW NOTES [1 — 6] [1 — 6] [1-6] E Q
<br /> LVG TEMP: F 140n 120 120 120 120 NOTES:
<br /> ENT TEMP: F 50 1 50 50 50 50 1. WHEEL LOAD OF HS-20, P=16 KIPS (STEEL COVER PLATES ARE SUITABLE FOR HS-20 WHEEL
<br /> FLOW — GPM 30 75 75 125 125 LOADING IN OFF—STREET LOCATIONS WHERE NOT SUBJECTED TO HIGH DENSITY TRAFFIC.)
<br /> PD: FT 2. 40 PCF EFFECTIVE FLUID PRESSURE LATERAL SOIL PRESSURE ABOVE WATERTABLE.
<br /> FOUL FACTOR 0.0005 0.0005 0.0005 0.0005 0.0005 3. 80 PCF EFFECTIVE FLUID PRESSURE LATERAL SOIL PRESSURE BELOW WATERTABLE.
<br /> BASIS OF DESIGN MANUFACTURER AERCO AERCO AERCO AERCO AERCO A 4. 80 PCF LIVE LOAD SURCHARGE (ACTING TO A DEPTH OF 10 FT. BELOW FINISHED GRADE).
<br /> MODEL SWDW-24 SWDW-45 SWDW-45 SWDW-68 SWDW-68 '\ 5. IN ADDITION, ASTM C 857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND
<br /> NOTES [1, 2, 3, 4, 5] [1, 2, 3, 4, 5] [1, 2, 3, 4, 5] [1, 2, 3, 4, 5] [1, 2, 3, 4, 5] PRECAST CONCRETE UTILITY STRUCTURE" IS MET.
<br /> NOTES: 6. CONCRETE 28 DAY COMPRESSIVE STRENTH SHALL BE MINIMUN 6,000 PSI. �Y DAty,Q
<br /> 1. DOUBLE WALL. '�,°�/ s�l ,
<br /> ice' `A 1 ', 1'
<br /> 2. PROVIDE ELECTRONIC CONTROL VALVE WITH UNIT. rf "�'
<br /> 3. PROVIDE 120/1, 1.5 AMPS POWER CONNECTION TO UNIT. WATER FILTERS R4 -r1 ,. ,� zoax5 00,,,"`
<br /> 4. UNIT ON EMERGENCY POWER. Al MARK WF-1 WF-2 °=' .:
<br /> 5. INLET PRESSURE TO CONTROL VALVE IS 12 PSIG AND OUTLET PRESSURE AFTER THE CONTROL VALVE IS 5 PSIG. LOCATION BASEMENT BASEMENT forL
<br /> SERVES DOM WTR DOM WTR
<br /> AIR SEPARATORS 0 TYPE DESCRIPTION MULTI—TUBE MULTI—TUBE
<br /> CAPACITY: GPM 420 420
<br /> MARK AS-1 AS-2 AS-3 AS-4 AS-5 AS-6 AS-7 AS-8 AS-9Date: NOVEMBER 03,2008
<br /> CONNECTIONS: IN 4 4
<br /> LOCATION LEVEL 4 LEVEL 4 LEVEL 4 LEVEL 4 AHU— 1,2 ROOF AHU— 3,4 ROOF LEVEL 4 LEVEL 4 LEVEL 4 TANK SIZE: DIA x HT 16x60 16x60 Job No: S80613.01
<br /> SERVES HTG WTR PROC SEC PROC CHW HR WTR HR WTR HR WTR MRI LASER MRI NO. OF CART. 21 21
<br /> DESCRIPTION FLOW: GPM 3,100 640 1,050 1,250 575 575 24 10 5Drawn By: CDi
<br /> CART. LENGTH: IN 40 40 Checked By: Fj
<br /> MAX PD: FT 10 10 4 6 4 4 5 3 2 MEDIA FCCSF3001 FCCSF3001
<br /> WORK PRESS PSIG 125 125 125 125 125 125 125 125 125 EFFICICENCY 1 MICRON 1 MICRON
<br /> COMPONENTS FITTINGS BASIS OF DESIGN MANUFACTURER US FILTER US FILTER Drawing No.
<br /> STRAINER YES YES YES YES YES YES NO NO NO MODEL ZHFFI2140 ZHFFI2140
<br /> BASIS OF DESIGN MANUFACTURER B&G B&G B&G B&G B&G B&G B&G B&G B&G NOTES
<br /> MODEL R-14 R-6 R-8 R-8 R-8 R-8 EAS-1 1/4 EAS-1 1/4 EAS-1 1/4
<br /> OPERATING WEIGHT 6,100 600 1,250 1,250 1,250 1,250 10 10 10
<br /> NOTES [1] [1] [1, 2] [1] [1] [1]
<br /> NOTES: M 0.0 3
<br /> 1. PROVIDE SUPPORT BRACKETS.
<br /> 2. AIR SEPARATOR SIZED FOR FUTURE LOAD (700 GPM PRESENT LOAD). SHEET ISSUED FOR REFEIRENIcE
<br /> 1700 13th St—PGMC 2"d Floor Surgery—B1406-017
<br />
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