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Plans (5) PLM2013 - 00121 IBI GROUP PLUMBING CONNECTION SCHEDULE PLUMBING EQUIPMENT SCHEDULE PLUMBING LEGEND DESIG fTXTURE CW HW V W REMARKS DESIG DESCRIP7TON BASIS OF DESIGN Dull Olson Weekes - IBI Group -- - - - • - CW DOMESTIC COLD WATER Architects, Inc. WC-1 WATER CLOSET 1" -- 2" 3' WALL HUNG, 1.6 GPF F.V. WH-1, WATER HEATER HIGH EFFICIENCY NATURAL GAS FIRED, 230 GALLONS AT 100' A.0. SMITH TWO REQ'D RISE, 100 GALLON STORAGE TANK, 199 MBH INPUT, SPARK /GN1770N. 120 VOLT, 8TH-199 -• 140' -- HW 1407F HOT W47FR WC-2 WATER CLOSET, ADA 1" -- 2" 3' WALL HUNG, 1.6 GPF F.V. O 1 PHASE, 6.2 AMPS OR EQUAL HW 120'F HOT WATER 907 SW Stark Street Portland OR 97205 USA SET AT 140'F tel 503 226 6950 fax 503 273 9192 UR-,' UR/NAL, ADA 3/4" -- 1-1/2' 2' WALL HUNG, 0.5 GPF, F.V. www.dowa-ibigroup.com www.lbigroup.com UR-2 UR/NAL 3/4" -- 1-1/2' 2' WALL HUNG, 0.5 GPM, F.V. ET-1 NON-ASME EXPANSION TANK. DIAPHRAGM TYPE, PRE-CHARGED, STEEL OUTER AMIROL '- ' - ' - - - - HWR HOT WAIFR RECIRCULATION TWO REQ ID SHELL WITH POLYPROPYLENE LINER. 4.4 GALLON MAX. ACCEPTANCE VOLUME. ST-12 G G NATURAL GAS L-1 LAVATORY, ADA 1/2" 1/2" 1-1/4" 1-1/2' WALL HUNG, 1.5 GPM O OR EQUAL _ SH-1 SHOWER, ADA 112' 112 1-112- 2 2.0 GPM' RP-1 HOT W47ER RECIRCULATION PUMP.- SERVING WATER HEATER, BRONZE GRUNDFOS MODEL V VENT CONSTRUCTION. UP 26-99 BF -' APR 16 2013 9 GPM 0 26' HD, 1/6 HP, 115V 10, 2.15 AMPS. OR EQUAL - - - - - - - - - - - AV AClO VENT SH-2 SHOWER 1/2" 1/2" 1-1/2' 2" 2.0 GPM PROVIDE WITH 77MER AND RELAYS W SANITARY WASTE ABOVE FLOOR CITY 0�TiG�►RD OR GRADE BUILDING MOON WP-1 WHIRL POOL UNIT 3/4" 3/4" -- 2" O7 O7 MV-1 MIXING VALVE HIGH LOW ASSEMBLY.- TWO THERMOSTA77C MIXING VALVES WITH LEONARD W SANITARY WASTE BELOW FLOOR ADJUSTABLE 7EMP£R4TUR£ L!Mir STOC !AVLFT C,HcCKc WALL SUPPnpr Bryn 7V-520- OR GRADE S-1 CLASSROOM SINK, ADA 1/2" 1/2" 1-1/2' 2' 2.2 GPM, 1 COMP. 2 8 OUTLET BALL VALVES, INLET MGAN/FOL' PIPING, INLET AND OUTLET DIAL RF-DT-IT ACID WASTE BELOW FLOOR OR S-2 STAFF SINK, ADA 1/2" 1/2" 1-1/2' 2' 2.5 GPM MAX, 1 COMP. 2 5 1 E SET M OM R 1.0 GPM MIN. FLOW, 23 GPM AT 8 PSI MAX. PRESSURE DROP. OR EQUAL AW AW GRADE SD SD STORM DRAINAGE ABOVE FLOOR ART-1 ART SINK 1/2" 1/2" 1-1/2" 2" 2.2 GPM, 1 COMP. 2 6 MMV-1 TEMPERING MIXING VALVE - PA94FIN BASED ACTUATION TECHNOLOGY, ROUGH POWERS ETV200-13 OR GRADE BRONZE BODY, LOCKING TEMPERATURE REGULATOR, INTERNAL COLD WATER OR EQUAL SD SO STORM DRAINAGE BELOW FLOOR ART-2 ART SINK, ADA 1/2" 1/2" 1-1/2' 2- 2.2 GPM, 1 COMP. 2 6 8 BYPASS, DIAL THERMOMETER, CHECKSTOPS ON INLETS, VANDAL RESISTANT OR GRADE LOCKING TEMPERATURE SETTING. MINIMUM FLOW 0.5 GPM WITH 13.4 GPM AT 5 OVERFLOW DRAINAGE ABOVE LAB-1 LAB (SCIENCE) SINK 1/2" 1/2" 1-1/2' 2' 2.5 GPM MAXIMUM 4 PSI DROP. FACTORY SET AT 85T 00 00 FLOOR OR GRADE LAB-2 LAB (SCIENCE) SINK, ADA 1/2" 1/2" 1-1/2' 2" 2.5 GPM MAXIMUM 2 4 AWNT-1 NEUTRALIZATION TANK, 100 GALLON CAPACITY, BOLTED TOP ASSEMBLY WITH ORION 5 OR -- 00 OD OVERFLOW DR41NAGE BE7 OW INITIAL CHARGE OF 1000 POUNDS OF LIMESTONE 3" VENT, EQUAL FLOOR OR GRADE 0) LAB-3 LAB (SCIENCE) SINK, ADA 1/2" 1/2" 1-1/2' 2' Z5 GPM MAXIMUM 2 4 4LET AND 4" OUTLET. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. - O EXISTING TO REMAIN WB-1 CLOTHES WASHER BOX 1/2" 1/2" 1-1/2' 2" -- 3 CTG O OW-1 DISHWASHER -- 1/2" 1-1/2' 2' -- 3 -- FCO CTG CLEANOUT TO GRADE E --�- FCO FLOOR CLEANOUT DF-1 ELECTRIC WATER COOLER 1/2" 1/2' 1-1/2" 2' ADA, DUAL LEVEL, WALL HUNGGENERAL PLUMBING NOTES -iI WCO I CO WCO/CO WALL CLEANOUT, CLEANOUT EFWH-1 EMERGENCY EYEWASH O O -- -- WITH SHOWER GAS, W47FR OR VENT PIPING 0 OBTAIN EXACT LOC477ONS AND MOUN77NG HEIGHTS OF PLUMBING FIXTURES FROM BELOW FLOOR ICE-1 ICE MARKER BOX 1/2" -- -- O -- O7 ARCHITECTURAL DRAWINGS ,i �� SHUTOFF VALVE, BALL VALVE � FD-1 FLOOR DRAIN -- -- ** ** ** AS NOTED ON PLAN, PRIME Q2 SEE ARCHITECTURAL DRAWINGS FOR A.D.A. COMPLIANT FIXTURE LOC477ONS AND PRV YOUN77NG HEIGHTS - PRESSURE REDUCING VALVE -- FS-1 FLOOR SINK -- -- 1-1/2' 2' PRIME, PROVIDE 3/4 GRATE P � INSTALL ALL PLUMBING WORK SO AS TO AVOID INTERFERENCE WITH ELECTRICAL --�n�- PRESSURE/YEMPERATURE TAP, � O R-9-1 POOF DR41N AS NOTED ON FLOOR PLAN -- AND MECHANICAL EQUIPMENT AND STRUCTURAL FRAM/NG. GLOBE VALVE FOR BALANCING ----�"�f-- -�l I--- CHECK VALVE UNION U OFD-1 OVERFLOW ROOF DRAIN AS NOTED ON FLOOR PLAN -- ® INSTALL ALL CLEANOU7S WHERE READILY ACCESSIBLE AND AS PER GOVERNING SECTIONS OF THE PLUMBING GCOE. COORO/NATE ALL CLEANOUT LOCATIONS WITH _.- ] O CAP OR PLUG PIPE ® co OFN-1 OVERFLOW NOZZLE AS NOTED ON FLOOR PLAN -- EQUIPMENT, CABINETS, ETC., AND THE ARCHITECT PRIOR TO ANY INSTALLATION. NOTES' Q5 ALL VALVES, UNIONS, ETC. TO BE .SAME SIZE AS LINE SIZE UNLESS OTHERWISE - v CONNECT TO EXISTING �C- INDICATED ON DRAWINGS. RPBA REDUCED PRESSURE BACKFLOW O INSTALL FLUSH HANDLE TOWARDS WIDE PORTION OF THE STALL OR ROOM, PROVIDE ON RIGHT OR LETT SIDE AS - I r\ ASSEMBLY REQUIRED. ® PROVIDE UNIONS AFTER EACH SCREW TYPE VALVE AND PRIOR TO EQUIPMENT OCVA - CIO CONNECTIONSDOUBLE CHECK VALVE BACKFLOW = 04 O2 PROVIDE INSULATION KIT FOR WATER SUPPLIES, TRAP AND WASTE PIPING I^ ASSEMBLY ti (2) PERFORM ALL WORK AND PROVIDE MATERIALS IN FULL ACCORDANCE WITH THE --- ----+o PIPE UP, TEE UP +� O3 70 MEET SEC77ON 609 OF THE CURRENT OPSC, P01 SIZE A' WATER HAMMER ARRESTORS ARE PROVIDED ON ON THE LATEST RULES AND REGULATIONS OF ANY STATE OR LOCAL LAWS OR ORDINANCES. - a-' W4 SUPPLIES. OBTAIN AND PAY FOR ALL REQUIRED PERMITS, LICENSES, CODE INSPECTIONS, ETC - PIPE DOWN, IEE DOWN co O -f-+ 4O ROUii WASTE THROUGH ACID WASTE NEUMALIZ477ON TANK AWNT-1. ® SLOPE ALL WASTE PIPING AT 2X UNLESS OTHERWISE INDICATED. & AND HB HOSE BIBB C� O5 CM COfFEE MAKER HP HORSE POWER CU AT THIS SINK INSTALL DISHWASHER TO MEET OPSC CD Og ROUTE ALL PIPING IN EXTERIOR WALLS ON THE WARM SIDE OF THE INSULA110N. DESIG DESIGNATION lE INVERT ELEVA77ON �- DN DOWN KS KITCHEN SINK O AT THIS SINK PROVIDE PLASTER TRAP, GLECO TRAP SYSTEM GT-19. (0 INSTALL ALL VALVES, TRAP PRIMERS, WATFR HAMMER ARRESTORS AND OTHER OW DISHWASHER KW KILOWATTS � U CD EQUIPMENT SHOWN /N WALLS OR ABOVE NON-ACCESSIBLE CEILINGS BEHIND AN F FAHRENHEIT L LAVATORY O7 ROUTE WASTE INDIRECT 70 DISCHARGE TO FLOOR DRAIN OR FLOOR SINK, VERIFY SIZE WITH MODEL PROWlDEO. ACCESS PANEL. FF FLOOR FINISHED MAX MAX/MUM V U) VERIFY WATER CONNECRON(S) v--, SIZE(S) AND REQUIREMENTS WITH MODEL PROWDED FLR FLOOR MIN MINIMUM g O UD AT THIS SINK INSTALL COUNTER MOUN7FD DRINKING FOUNTAIN AND CONNECT TO SINK COLD W47FR SUPPLY. FS FLOOR SINK PH PHASE j FT FLUSH TANK RD ROOF DRAIN IT `T GPF GALLONS PER FLUSH TYP TYPICAL Cn ti r-- FROM - - FROM 7EMPERING VALVE MMV-1 CONNECT 1-1/4' 7EMPERED 85'F WATER TO EMERGENCY EYEWASH STA77ON WITH UPC - Appendex A Water pipe sizing Calculator -- Oregon GPM G4LLONS PER MINUTE V VOLTAGE �"' M 0')SHOWER. Project Westside Christain High School VIR VENT 7HROUGH ROOF ^�^,, M Co Quantity Water Supply Fixture Units - OPSC Table A-2 WC WATER CLOSET W O O O Private Public Existing Private Public Existing Total C:) LID L 1 Tub/Shower, 3/4' fill 10 10 10 04 4-- 1 Clotheswasher 4 4 4 4 300 1 1 Ice Machine, Coffee Maker 1 1 1 2 2 1 Dishwasher 1.5 1.5 3 6 Fbam Calculation Project Westside ChrisItIm High School 6 Drinking Fountain 0.5 0.5 3 Existing Removed New Total 1 Hose Bibb, 1st one 2.5 2.5 2.5 2.5 Fixture Fixtures Fixtures Fixtures Fixtures 4 Hose Bibb, Cthers 1 1 1 4 Clotheswasher 0 0 1 1 11 6 Lavatory 1 1 1 17 Dishwasher, Residential 0 0 2 2 Sinks Dishwasher, Commercial 1 0 0 1 3 Kitchen 3 3 3 9 PIPE SCHEDULE Lovofory 9 -3 11 17 1 Kitchen, domestic 1.5 1.5 1.5 1.5 O� Shower 0 0 6 6 1 Service or Mop Basin 1.5 3 3 3 SERVIC_� MATERIAL Whirlpool 0 0 1 1 18 Classroom 2 2 36 ,� Kitchen Sink - Commercial 3 0 0 3 6 Shower 2 2 2 12 DOMEr>7C ' 4 Urinal, 1.0 GPF, Flush Valve *x 3 4 4 16 2�1/2 - COPPER.• ASTM B8$, TYPE L ABOVE GRADE, TYPE K BELOW GRADE, Mop/Service Sink 1 0 0 1 WATER 4-, (2 AS WROUGHT SOLDER TYPE RT77NGS (150 PSI SERVICE), 77NIAN77YONY 4F Kitchen 5;-.k - Don'rs:`ic 0 0 1 1 11 5 Water Closet, 1.6 GPF f7ushometer Valve +* 5 5 5 80 PIPING Classroom Sink 0 0 18 18 Total Fixture Units > 206 NOTED) SOLDER (ASTM 8.32) G, 39.2 Pressure Available for Fricfion Loss (psi) Flow GPM (funk type) > 68.0 2 - 1/2 PIX (CROSS-LINKED POLYETHE7y- f876 & f877 TUBE Floor Drain 4 -1 8 11 ' '''• �F,1 820 Design Len th ft) including allowance for fr/�,','7gs Flow GPM (valve type) > 94.0 ''" " '" ' Floor Sink 2 0 1 3 100 PSI RA77NG AT 180'F, UDEL POLYSOLFUNE, 20% i 4.8 sper 100 (ASPE Data Book, Vol. , e 5-6) Drinking Fountain 0 0 3 3 t2TablGLASS-REINFORCED PLASTIC RT77NGS (150 PSI SERVICE ® 210 F), Unna/ 2 -2 4 4 AND PEX RING, roPEX BY UPONOR OR EQUAL. O Water Closet 8 -3 11 16 Capper Flush > Valve Tank Hot Water Pipe Sizing ** Flush Valve Fixture Units per p 4k Pipe Fixture Fixture Fixture OPSC Table 6-7 does NOT apply Hose Bibb 5 -2 0 3 NATURAL ABOVE STEEL, BLACK. ASTM A53 Gi; �,;t^ „i;HEDULE 40 PIPE, 150 PSl Ice Maker Coffee Maker 1 0 1 2 Size GPM Units Units Velocity GPM Units Velocity to Appendix A calculation Methods Q / 1 2 2.6 0 2.875 J. 2.6 2.875 3.6 GAS GROUND SERVICES fIT17NGS• SCREWED MIALLEABLE IRON ON 2-1/2" & Totals 36 -11 68 93 / SUALLER, AS7Y A234 SCHEDULE 40 WELDED 3" & LARGER qkv 3/4 6.8 0 8 4.5 6.8 8 4.5 Water Prean Caladadom 1 13.6 0 18 5.3 12.9 18 5.0 81.0 Reported Supply Pressure 1-1/4 23.7 6 36 6.1 19.6 28 5.0 -4.0 Meter Pressure Drop DRAIN, WASTE ABS (ACRYLON/TRILe-BUTADIENE-STYRENE): ASTM D3965 & F628 1-1/2 37.4 23 74 6.7 27.7 46 5.0 -2.0 Backflow Pressure Drop & VEA'T PIPING CELLULAR CORE SCHEDULE 40 PIPE, ASTM D3965 & 2 77.2 132 254 8.0 48.2 119 5.0 -10.8 Elevation Goin/Loss D2661 DWV RT77NGS, ASTM D2235 SOLVENT CEMENT 2-1/2 119.0 329 455 8.0 74.4 245 5.0 25 ft. Elevation to highest fixture 3 169.9 700 748 8.0 106.2 406 5.0 -25.0 Minimum Recommended Pressure ACID iASTE & CHEMORAIN CPVC (CHLORINA70 POLYVINYL CHLORIDE): ASTM D1784 4 298.6 1668 1668 8.0 186.6 840 5.0 39.2 Pressure available for pipe losses VENT i''PPAIG & F2618 SCHEDULE 40 PIPE & 6 669.1 4480 4480 8.0 418.2 2765 5.0 DWV RT77NGS PIX flush > ValveFixture Fixture Tonk CONDENS47F & PVC (POLYVINYLCHLORIDE): ASTM 01784 & D1785 SCHEDULE 40 Pipe fixturRELIEF VENTS PRESSURE PIPE, ASTM D1784 & D2466 SCHEDULE 40 FITTINGS, Size GPM Units Units Velocity ASTM 02564 SOLVENT CEMENT 1/2 1.8 0 2.5 3.3 SDR 9 3/4 4.5 0 5 4.1 1 8.7 0 10 4.8 1-1/4 15.2 0 21 5.4 CiTY OF TIGARD 2`HW (140) 1-1/2 23.6 6 36 6.0 - AAP --------------------------------- ( � 2 47.9 44 119 7.2 roved 7HERMOMETER 27,fW 120 o ------•--....._.... ( k, Gonditiareally Approved .�. REVERSE RETURN SME HEADER, INSTALL (TYPICAL) Po�41Td�Oworr sibed in: ��� PER MANUFACTURER'S RECOMMENDA77ONS ori- - ' _� k e y p l a n . . . . T �®Leifer to:Follow._.-._..--- ---,...• -,• ( '` -+ -3 At'ach------------- 'Job _ _ 1 rte,rte- 2'G`W Job Addrec... --- - CHEIK VALVE, By:- - - Date:G �a phase Building Permit Set I I. II 2HW (120'F) TYPICAL 2"CW VENT TO OUTSIDE T I I I I I I I ( HdH/'H 1 HC'f I I I " 2'CW TO WH REDUCER, - �� l C I I 3/4 X 24 GAUGE PERFORATED SEE MECHANICAL DRAWINGS ; ;; 1-1/4"HWR I I l , TYPICAL _ �� OFFICE COPY date February 21 2013 ', 1.0 " S7FEL PLUMBERS TAPE WI7H 100 FOR GAS PIPING AND S/ZING. ; �- WATER ; �._ WA 120' 1/4 DIA. X 3 I I I I I l POUNDS TENSILE S7RENGHT ------------ --,GAS PIPING ,SHOWN HER£ v HEATER HEATER MIXING VALVE RECIRC. PUMP LAG SCREW WITH I PRESSURE GAGE I 1-1FOR REFERENCE ONLY. 199 MBH 199 MBH �t fLAT WASHER I I ENCIRCLING TANK fRONT AND Et4CK TYPICAL IT (120T) C/V� reVISIOnS RP-1 I I I I I I I G PRV c l SEE MECHANIiAL DRAWINGS EXPANSION TANK T�-1, TYPICAL i i i i i i T i i t�`��'� PROFESS FOR COMBU5T70N AIR AND ; I I I I I FIRST STUD NOT BEH/ND c, INE EXHAUST. i I W,47ER HEA TER MAX 2' TH HW (140'F) A 6 9 PRESSURE/17EMPERATURE PRv G RELIEF VALVE PIPE TO �; ;; i i HOOD-MCNEES INC ROUTE DRAIN FROM ,A.� ; OVER FLOOR DINN, I j I I I I MIX/NG VALVE I I 12-CW MECHANICAL-ELECTRICAL ENGINEERS EXHAUST EL30W TO OVER _ TYPICAL. I I I I I TYPICAL FrOOR DRAIN. I -- r - - !___ r-- L- I I i I I � ( I 19 3 Portland, ORCy 15' GRAIN VALVE LOCA7FD o ` o __________-- I Tel: 503 231-7825 FORD µ• - -- -- ----- `------ t� I Fax: (503 231-8309 IXPIRES 6/30/13 FOR EASY ACCESS FLOOR �� H/GH/LOW MIXING - ( 3 ___ VALVE ASSEMBLY AQM project# 11015/HM1.1833 PROVIDE ALL NECESSARY SUPPORTS FOR ELEVA TION PLAN TAPANI EARTHQUAKE BRACING TO MEET SEC17ON 510.5 SHEET NAME A WATER HEATER DETAIL OF UPC. B WATER HEATER BRACING rENN MIXING VALVE DETAILTP/ PLUMBING P101 NO SCALE P1.01 NO SCALE P1.01 NO SCALEPi INCORPORATED 001 Billing and Malling Address P.O. Box 2350 Battleground,WA 98604 Office Location 2103 SE 12th AVE Battle Ground,WA 98604 Office (360) 687-3983 Fax (360) 687-8147 ! ! ! IBI I I I 1 i GROUP 0 3 J J J L I 1 I I 1 J Dull Olson Weekes - IBI Group i Architects, Inc. ROUTE EXISTING SDO 1 I 907 SW Stark Street Portland OR 97205 USA TO STORM SYSTEM 2 1 i tel 503 226 6950 fax 503 273 9192 EXISTING 3" DOMESTIC www.dowa-ibigroup.com www.ibigroup.com WAFER SERVICE WITH DCVA OUTSIDE IN VAULT EXISTING IRRIGATION ] c " - j 341 ® ! I 250S,F® SERVICE W/BACKFLOW 820 S.FD ---�J- ------- ----------- -----------=- ` - � --I-- ------- 1 -�-- --1--- ------- -=--- '------- --- - - - - - - - --t-- - - - - -__----- - � -- - -- ART-2 ART 2 2"W 0I I SHEET NOTES 2 "Ir I 1112-CW �,1 4"nn I I I $ SIT Nr r!(vt. i.C. 1-1/2 Y o I » I ►� = 36"B.F.F. 2"W I 1/2"HW � 3410 S F. 2-112CW I I I y I I I i O1 SEE SCHEDULES, LEGEND, CALCULATIONS AND NOTES ON SHEET P1.01. I ART­1 I o I I I Ir O2 CONNECT TO STUBOUT AT APPROXIMATELY 5 FEET FROM BUILDING LINE. SEE CIVIL DRAWINGS FOR CON77NUA710N. 10 i I I I o o I O3 LOCATE VENT TERMINATION PER OPSC SECTION 906.2 - A MINIMUM OF 10 FEET -- - ----- - - --- --- - - --------------- -- - ------------------- ------- - --- ---- -------- ( -- ----- - - --- - FROM OR 3 FEET ABOVE ANY OPENABLE WINDOW, DOOR, OPENING, AIR INTAKE OR C ---------------- - I - 1-1/2'VTR 3 1 T ' 0� I I I 6`100 a? rill VENT SHAFT. OFFSET VENT BELOW ROOF AS REQUIRED. �°; �. ' � ' �' � 4250 S.F.4 00-1 INSTALL OVERFLOW NOZZLE, COORDINATE EXACT LOCAITON OF OVERFLOW NOZZLE3/4'CW (3410 SF) 4'00 oo WITH ARCHIIFCT. 1820 S F. 1 21i, 314 112'HW 1 I I , 0 PROVIDE PDI SIZE 'C' WATER HAMMER ARRESTOR WITH ACCESS PANEL. 1/2 HWR _ _ I I i I I o o i 6 REMOVE EXISTING WATER HEATER, ASSOCIATED EQUIPMENT AND PIPING CONNECTIONS t INSTALL TWO WH-1 WATER HEATERS, TWO � EXPANSION TANKS, � MIXING 3 1-1/2VTR EOSD I I - I - I VALVE AND -1 HOT WATER RECIRCULATION PUMP. I �� SEE PLUMBING EQUIPMENT 1Z 6'OFp-1 SCHEDULE, WATER HEATER AND MIXING VALVE DETAILS ON SHEET P1.01. CONNECT WCOj (4260 SF) �� `°� I TO EXIS77 G HOT WATER, COLD WATER AND GAS PIPING THAT SERVED REMOVED 2"W -- L - -- --- I WA HEALER. RAIN DISHWASHER PER SOPC SECTION 807 4 TO CONNECT TO INLET _ I 7 ROUTEDRAIN FROM D „® 3/4;;Cw ----�---- J14 IC I �E 41Y 4'062-1 i SIDE OF SINK TRAP 3/4"HW 3/4 IH W " I ( (1820 SF) i ® REMOVE E, 1, FLUSH VALVE WATER CLOSET AND INSTALL NEW ADA COMPLIANT, O 3/4 HWR 3/4'�WR , ------ _-_-- ------ --_-_---------- ---------- _-_--- '_--j ----------__-_-- - --- ------_-_-- -- _-----_ -+- WALL HUNG, WATER CLOSET HC-2. CONNECT TO EXISTING WA1ER, VENT AND D - ---- -- --- - �---�-- -- ---�------�;------�-----r------ ------------------ -I --I--- -- � I WAS�c PROVIDE NEW PIPING AM'J FITTINGS AS ,4EQUlRED. 2 SSD 0 16 E I " i 0 4 OD I j ROUTE 1/2' COLD WATER AND 1/2' HOT WATER CONCEALED DOWN /N WALL. V 3 SD 11 J , I l 1820 S F. I PRO✓1DE 1/2" COLD WATFR BRANCH AND 1/2' HOT WATER BR4NCH TO SERVE LAB O 11505 S.F. f I I 6 I OE AREA DRAINI SINK LOCATED BELOW WINDOW, ROUTE PIPING CONCEALED BELOW COUNTER OR IN S �=1 " 4'700-1 1 WALL BELOW WINDOW. PROVIDE 1/2' COLD WATER BRANCH AND 1/2" HOT WATER W/NEW GRATE 11y0 WH_1 __ I 2 CW (copper) (2200 SF) I BRANCH TO Scr'-''VE LAB SINK LOC4TFD IN ISLAND, ROUTE PIPING BELOW FLOOR, �/� ! ! TWO 6 - - 3/4"HWR E BELOW COUNTER OR /N PARTIAL HEIGHT WALL TO SERVE ISLAND LAB SINK. v - I I I 1-1/4"HWR 1 1-1/2"HW �� ® �� 2410 SF I I V 6 rJ c, 2"HW C 4"W �2'CW (copper) ��l 10 ROUTE 1/2" CCLD WATER AND 1/2" HOT WATER CONCEALED DOWN /N WALL. = N ww _ �- ROUTE PIPING CONCEALED BELOW COUNTER OR IN WALL BELOW WINDOW TO SERVE nl E j - -- ----- - --t - -- -- ---------------------------L ----- ----- -+1-- ------ ---- - ----- - --------=1--- - --- ---------- --- ------- _ __------_ --�-� - --- - -- E-- - --0 E SINK LOCATED BELOW WINDOW. OFFSET, VENT IN COUNTER AND IN WALL BELOW WC Clio �`CW - " I 0- E QW ❑ i WINDOW TO FULL HEIGHT WALL TO RISE. - --- E -l- O 4 C 2 CW (copper) I Q I I » - - CONNECT NEW HOT WATER SYS'TEV TO EXISTING HOT WATER PIPING SERVING I _ 1/2 CW EXISTING RESTROOM LAVATORIES, MOP SINK AND KITCHEN FIXTURES TO REMAIN. -9 1 I 1/2'Hw 1 2Y �- o `1 1-1/2'�lW 0 04 OE 3/4wR Q PROVIDE PDI SIZE 'B' WATER HAMMER ARRESTOR WITH ACCESS PANEL. a 1-112 IV 1-112 iV "W ! i - 3 ❑ - 1-1/2 HW u L �--. OE 2"CW j 13 ROUTE NEW 2' VENT SERVING NEW RESTROOM FIXTURES TO CONNECT TO EXISTING r j wcoj —� 1/2 CW " I VENT THROUGH ROOF SERVING EXISTING WOMEN'S RESTROOM. v -1 1 UR 1 _tK� I 2 CW 120CWUR-1 - 2 w "i' C 2 w " ! I 14 ROUTE NEW 1-1/2" VENT SERVING NEW COTHES WASHER TO CONNECT TO EXl511NG W LID o j 1-1/2'V 1/2 HW j O ►E/yT THROUGH ROOF SERVING EXISI7NC WOMEN'S RESIROCM. � `- O 3'W 5 1 l .a co E 1 13 i .+- IT 1 I g^ 1 27V 1+1/2'CW f�� O 1-1/2'V 14 WC-2- I E 3"W 15 REPLACE EXISTING ROOF DRAIN WITH NEW OF THE SAME SIZE. '� 0 t` h IJ I I QL I I W cfl cfl �--+ rn M 3"ly 1-1 C 3"W 16 DOWNSPOUT HUB WITH CLEANOUT. AS REQUIRED TO INSTALL DOWNSPOUT f� /2 ti Ql Of11 O 1_1/4'V BLOCKOUT AND SLEEVE STORM DRAIN PIPE THROUGH FOOTING. COORDINATE W O O O -- - - -- - 2 - T -_-- - 1"HWR E I 2 V 1 BLOCKOUT WITH STRUCTURAL AND GENERAL CONTRACTOR, O L 4 00 � LID 2410 S F. ! i - _ _ 1-1/2�'W '�`,- - -' �'- i I N 2"CW I2"cw I °D 1-1/2'C W E I 1 1 2"HW F ------------�---- ----- - ------------------------------------- ---------- ---- -- - ---- ----------- - ---- ---------- ------ -- --- ----- - ---- - -� --i- � i�cw I �1 0� I we-2 �w s,=t 1/2 HW IF I I I ! I � 3�r -2 Qc 1-1/2'cw -2 �3w I » I 1 I 3 2'V1R—� 1 %, � I 13 2V 1 i—� 1/2 CW 0 �� 1-1 I ASD I� r I - 1 1/2 HW 1 1950 S.F. 1 w 1/2'AV 3/4"CW J14`CW 1/2"CW 16 2 AW 3/4"HW 3/4"HW 1/2"HW I 4 BL 15 C 4010-1 6 SD ! 6 SD 13'OFD-1 I j CO - - - - - ACID VENT- ��O 2 SSD 1-1/2AV 1-1/2 AV 1-1/2AV (2410 SF) I �?Q 15 C " ( 6"SD Y A ! (240 SF) 4220 S F. 1X SLOPE (2240 SF) 6460 S.F. (1510 SF) 10150 S.F. - �+ �' SO SD SO �. \7 -- -------- -- -- - - - - - - - ------- ------------------ ----- --- --- ----- - - - ---- I CEILING �V BL 15 C l �,� 4 F - 4"OfD-1 I �o ,��j� ! - - - - - - RQ 1 - ! 1810 SF R I # ' (3690 SF) 4 OFD-1 - a 18-1 --� (-- ) --- -- (1u10 sF) --- -- --- --- --- ` (2240-SF) --- --- --- I "OFD 1 (3760 SF) I I I 2W O� 1 B-1 lett-� (3690 SF) 1 _ W CO w = I �0 �1 D I � I I Q- OFFSET VENT IN WALL LIZ » 3 ; 1"CW I i i I I ii_i ( i _ ifi I ! I 2' LOOP VENT O BELOW WINDOW 3/4 CW " " 1-1/4"CW 1"HWR 4"OD I AW 2 AVT R 1 HW I 1*HWR I I I 3 00 i I + I ISLAND SINK �` 3/4'HW I1-1/4'�l►V ( 1-1/2'HW 1-1/2IIW 1810 S.F. 3690 S.F. , -- -- -- -----tr-- I 1-1/2'cw o I I o 1-1/2"CW ! o I I O 9 F . + . 1/21cw 1/2"Hw - ".WI I I I' " ! I I �-- 1-1/2"Aw 1 9 ROUTED BELOW SLAB I 1-1/2 C , I I I I I 5200 S.F. I i I I CO LAB7 1 1/2 HW • , �2•A O A ! I I I I 2 I — APPROX. LE. 2,0 I I 20AW » I I 4 OD I I 4 00 = 42 B.F.F. - 2 ,3"yy I J _1 i 1810 S.F. I 2240 SF 3760 F i I 2 FOOT VENT �2 RI I 4'�D � " 3 BURIED 7 1 (I 2"A 2350 S F. 3 AW 2'AVTR � ; 0 � -1 2'A I 2A,;R o 0 0 o I SIS I 16 "A � " ,., I ; I I ! �, I i✓, �, I I 2 V, I A l-1/2 Clr ( 1 : � l BURIEDICO 2.0 1-1/271 ! `� ! 1 ! ! ; rA BOOP /ENT AWNT 1 ( ! BURIED ACID I6�A) - — EEYVH-1 I I I I I- P201 NO SCALE NEUMLIZATTON TANK 112-CW dr 1/27'!W � j 9 ROUTED BELOW SLAB 1-1/4'Cw _1 I ! 3"AW 1-1/4-HW 1"HWR I I 9 2 3/4'cW 3 I 1"CW I I I I 1 i k e y p l a n 3/41HW » 1"HW I �' H 1 -- -------- 1 L�E� - - -- --- - 2AVTR- ' ------------ ---- ------ --------------- -- ------ - ------ --- -------- -- ---- ---- -- ------ -I --- - - - ---------- ------ ------- -- WCO �T "AW LAB-1 LAB-1 LAB-1 I 4"oFN-1 I I 4"ofN_1 4 I 6"oflV_1 4 4"OFN-1 4 i phase Building Permit Set OFFSET VENT IN WALL LAB_1 � ! I co ® Q O Q I �-1 11810 S F. I I 2240 S F. I 5200 S.F. 3760 S F. BELOW WINDOW i - I I� I I ---_—_----- I _----_--- -_ --_— I i date February 21, 2013 112`CW .314`CW 3/4"CW 112`CCi ------------ W --�--------------------i-------------------i----- ------------ --I-- --i--I- 1/2"HW 3/4"HW 3/4"HW 1/2'HY►` reVISIOnS 1 2'AV 1- 2'AV 2'AV 2 A 2 AW 2 A I I I ! !� i �`��NGPRO INEf�ssio l i r HOOD-MCNEES INC ! I I MECHANICAL—ELECTRICAL ENGINEERS i I I i 1923 SE Stark Street C Gly 15, 19��p Portland, OR 97214-1549 Q� Tel: 503 231-7825 FORD 9. Fax: 5033 231-8309 EXPIRES 6/30/13 I I 2 �3� project # 11015/HM1.1833 TAPANI SHEET NAME TP/ PLUMBING PARTIAL FLOOR PLAN SECTOR A PLUMBING P2.01 Scale: 1/8"-1'-0' INCORPORATED P2001 5 4 3 2 1 0 10 20 BIIIInp and Mailing Address P.O. Box 2350 Battleground WA 98604 Office Location 2103 SE 12th AVE Battle Ground WA 98604 Scale in meters Scale in Feet Office (360) 687-3983 Fax (360) 687-8147 IBI GROUP Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Fortland CR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-ibigroup.com www.ibigroup.com 210-1 3 1-1/2V/R 1 I 1 I I " I 1 I E �B ,� I I I - 1"CW --- - -, + ---- �--- ---- --+--------- --------------------------------------------------------- ------- ----- ----�- - -=--- ------------- -----�- �---- 1 4"OFN_1-1 0, t----------------------- ; 1 HW ICE 1 I -I---------------- 6 ISD 4 2200 S F. (2690 SF)1 I I P-1 I CO 15510 S.F. --- ---- - ------ ------ ------------------------------------------------- --------------------- ----- ------------ _-_--_-? -=- --- --�--=� ' ---- -- ' - -- --- SHEET NOTES I _ I -� 112'cw - DC j I I I I I I O SEE SCHEDULES, LEGEND, CALCULATIONS AND NOTES ON SHEET P1.01. 7 I I I ' ' ) I - I I � REPLACE EXISTING ROOF DRAIN WITH NEW OF THE SAME SIZE. •O W I I I II 3/4"HWR I I I 3O LOCATE VENT TERMINATION PER OPSC SECTION 906.2 - A MINIMUM OF 10 FEET 4 1-1/4"HW FROM OR 3 FEET ABOVE ANY OPENABLE WINDOW, DOOR, OPENING, AIR INTAKE OR Doi I 21CW I I I VENT SHAFT OFFSET VENT BELOW ROOF AS REQUIRED. 1 I � I ® INSTALL OVERFLOW NOZZLE, COORDINATE EXACT LOCATION OF OVERFLOW NOZZLE WITH ARCHITECT. I t I 1 I I I I I I I ( 5O ROUTE DRAIN FROM DISHWASHER PER SOPC SECTION 807.4 TO CONNECT TO INLET lO I I 1 I I I SIDE OF SINK TRAP. • CONNECT TO STUBOUT AT APPROXIMATELY 5 FrET FROM BUILDING LINE. SEE CML 1 I I I I DRAWINGS FOR CONTINUATION. I I O _-_- --1---------i------L_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—.----------------I--------- ----- -- _ _______ ------ -------L------- --- ------ D O DOWNSPOUT HUB WITH CLEANOUT. AS REQUIRED TO INSTALL DOWNSPOUT O — —- - 1%2"CW -— — - BLOCKOUT AND SLEEVE STORM DRAIN PIPE THROUGH FOOTING. COORDINATE I I 4`oD BLOCKOUT WITH STRUCTURAL AND GENERAL CONTRACTOR. 1 i I I i I � � I I I 0 V ?0 S.F I I I 1 I 3 1-112'!/TR - CZ1 I SF) �Ol " I I I Q\ I rt I I I 4"OFD-11--(D44 FN-1 2320 S.F. -— N (2320 SF)� 4 10D J 102J20 S�F_ I I CCS 0 - - ---- ��----- --, --, --- --- --- --- --- --- - --- I ----t-----te—►r_I 72 •cc 3/4HWR 3/4HWR 3/4"HR 1-1/2'HW 1-112 1-1/4"HW C 2"CW W 2` W U-�— —' F�Q— , I 1 C I LO I I I r O I I I I I I I I 0— I I 1 I I I I 1 I I I 1 I t I \ co I 1 ' 2'W0 I 1 i I o0 112`HWR F ' CWS - -- ----- - ------�------------------------ -- -- - - - — ---�----f' �4 HW- ------� — ------------------- --------------------- --- ------- --------- '12'HW I I I P. r � I I ©2"►vl 1/2"cW I / Di-W i 1 3 r-1/2't�rR I I 0 DF-8"SD 2 C 8`SD 6"SO BQ 2 C ! 1/2"CW t 1 1AN 13910 S F.L (3520 SF) 17430 S F. (4830 SF) D SD 4830 S F. D J ---�--i-- ------ -- --- - ----�— r------------- _, - —f---- ------- ----- -- - - - –•---1 - - --------- - --------- -------------------------- ------- -—-—-—-—- G' 2 C Dnl u 1—J ` 1, 8"SD DOWN_' ►- 4'OFD-1 60 -� ` , I ( I 1 I I '� (3SF) 4 1 ` 9 SF) l j (352 } 19490 S.F. (4830 SF) 6 10 I I C 8"SD 4830 S.F- Q 10'SD � 1/2"CW ZSD I / I I I I Q 4k o o I I 2 A 1W I I I I 3/4`HW / 0 o i 4 00 C 2`W 3520 S F. I I I f E 4 E 'W I ( 1 I 1 1 2'W 3 1-112 VTR I I I I 4 10 1 LI 0 S F. WCO I E 4.W I W I I A I I 1 I I I 6 10D 1 I I f I I I I I I 4830 s F. I I I I I I I I I I I 1 I I I I I I I so k e y p l a n �- -------�-- -- ---------- --- ----_- - ---_---- --- --� -------- - I------------------- - --------------------1-------------------------L-------L--------- H t f 4" 1 6 ' FQ N 1- 4 1 1 I I I phase Building Permit Set 1 I O� 3520 S F® 4830 S F.O i❑ I ❑ I I I I I I I 1450 SF I RwI I I I I date February 21, 2013 ------f--- T-- -------,------r--t ------------- ---I---------------------�-------------------1-------------------------T--------T--------- 1 revisions I PR to I I I I � �GINEE,�ssio HOOD-MCNEES INC 1 I I I I I I I 1 MECHANICAL-ELECTRICAL ENGINEERS I 1923 SE Stark Street cGy 15 I I I I I I I I ! � Portland, OR 97214-1549 /�(` ' I I Tel: 503 231–7825 FORD M- Fax: 5033 231-8309 6 7 8 9 10 11 (12 (13 IXPIRES 6/30/13 project # 11015/HM1.1833 TAPANI SHEET NAME PLUMBING - PARTIAL FLOOR PLAN - SECTOR B TP, PLUMBING P2,002 P202 Scale: 1/8"-1'-0" INCORPORATED 5 4 3 2 1 0 10 20 Bllling and Mailing Address P.O. Box 2350 Battleground WA 98604 Office Location 2103 SE 12th AVE Battle Grand WA 98604 Scale in meters Scale in Feet Office (360) 687-3983 Fax (360) 687-8147 4ta IBI GROUP Dull Olson Weekes - IBI Group Architects, Inc. 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 www.dowa-lbigroup.com www.ibigroup.com SHEET NOTES O1 SEE SCHEDULES, LEGEND, CALCULATIONS AND NOTES ON SHEET P1.01. O2 CONNECT TO STUBOUT AT APPROXIMATELY 5 FEET FROM BUILDING UNE. SEE CIVIL DRAWINGS FOR CONTINUATION. O3 LOCATE VENT TERMINATION PER OPSC SECTION 906.2 - A MINIMUM OF 10 FEET 0 FROM OR 3 FEET ABOVE ANY OPENABLE WINDOW, DOOR, OPENING, AIR INTAKE OR VENT SHAFT. OFFSET VENT BELOW ROOF AS REQUIRED. ® INSTALL OVERFLOW NOZZLE, COORDINATE EXACT LOCATION OF OVERFLOW NOZZLE WITH ARCHITECT. O5 PROVIDE PD1 SIZE 'C' WATER HAMMER ARRESTOR WITH ACCESS PANEL. 0 ROUTE DR4IN FROM WHIRLPOOL AND DRAIN(S) FROM ICE ,S,A'ACHI,,VE TO DISCHARGE .} INTO FLOOR SINK. VERIFY SIZE AND NUMBER OF DRAINS WITH MODELS PROVIDED. - O7 DOWNSPOUT HUB WITH CLEANOUT. AS REQUIRED TO INSTALL DOWNSPOUT 'a O E'LOCKOUT AND SLEEVE STORM DRAIN PIPE THROUGH FOOTING. COORDINATE 7 8 9 10 11 12 n13 PLOCKOUT WITH STRUCTURAL AND GENERAL CONTRACTOR o U) 4"SD, I ! I I 4"1�' '690 SF) I ! I ----- - - -- I (2590 — ----- — -- -- - I -- AO - - , T , �- -- I -- ---- --- -- 2 SD SD � � I M N 0 I '� JSO, co Of APPROX. I.E. (695 SF) = }, = 48'B F.F. 07 i (/) .o C' 4 w V ` U) I L0 a� � ! C C/) ch FOR WATER 272-1 O I I PIPING AND ' SIZING IN / THIS AREA SEE 2 (D4W 20 2-1L 2 SH 2 SH 1 2' SH WC ' 3"fDqL2 'W 4 w - we-z 1-1/2 "V j 29y 41N I I I I 2 AV 1 3" OFD--1 1374 CW _ O� Q i ' 3" RO-1 3 FD_1 3/4"HW 1/2"CWXC - (1235 SF)� SH-2 SH-1 1/2"HW SH-2 I ® 31/ i , --J'00 DN 3/4"HW 2-HW Z �v I I I 3w Jul 4*W V7C� 004 3"Of7�l-1! 314'CW ' / 2w � wc_2` _ 8_�L I I I 3"W 1235 S.F., �" I �► 3 FD-1 2 rD-1 ` SD O2 1 HW O. T0 01 " . 1=' 3"SD 1 CSN � � I - i 3'SD ON 11235 S F. - 1.-1 UR_1 1-1/2"CW �- - 3/4"HW I I ® 2'CW N 2'CW 2w ( ( '—114 w HW 3/4 HWRI SH_2 SH_2 SH_1 F ' i OA 2'CW I I I I I � I � I 2 NFD- 1-114-H D-1-1/4NHW I 3/4"HMR 2"CW i WATER PIPING AND SIZING -------------_-_-_---_-_-_-_-_-_-_-----_-----_-_-_J_-_-----_-_- _-_-_ t 2 PLBG - PARTIAL FLR PLAN - SECTOR C t I i 2VI I P203 scale: 1/8"=1'-O" 1-1/2'V I 2 E- 6 1 2 , 272- 1 MMMM 3 1-1/2'VTR I 1 1'CW - ------ --�--- --------- fi-- -- fi------------- -------�------;, ------ 1�1w- ICE-1 1' ---------------- ------- " D4N FN-1 4NSD, , 4 2200 S.F. C (2690 SF) 15510 S F. C k e y p l a n --------- ------ --------------------------------------------------------;--------------------- ---- ----- ICE- W---- -----�-----r----- --�-- ------- / phase Building Permit Set i F4. date February 21, 2013 revisions PROFFS IF oNGINEE,� sio � 1 � HOOD-MCNEES INC MECHANICAL—ELECTRICAL ENGINEERS 1923 SE Stark Street9 Portland, ORR 2311 —1549 15 p0 Fax: RM 231-8309 RD IXPIRES 6/30/13 project # 11015/HM1.1833 TAPANI SHEET NAME - - TP/ PLUMBING PARTIAL FLOOR PLAN SECTOR C PLUMBING P203 Scale: 1/8'=1'-0" INCORPORATED P2,003 5 4 3 2 1 0 10 20 Billing and Mailing Address P.O. Box 2350 Battleground, WA 98604 Office Location 2103 SE 12th AVE Battle Ground,WA 98604 Scale in meters I Scale in Feet Office (360) 687-3983 Fax (360) 687-8147