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Plans PLM2O18-00278 I 1 , • • GENERAL NOTES I f I RECEIVED 1. THIS DRAWING CREATED USING AVAILABLE RECORD DRAWINGS AND FIELD OBSERVATIONS. CONTRACTOR TO VERIFY EXACT I ' I JUN 04 2018 CONDITIONS IN FIELD. .. _.. .._ - - - ! I ( - t _ �._.r; CITY OF TIGARD 2. WHERE WORK IMPACTS EXISTING CEILING. WALL, OR FLOOR . . _ _. .__-._ _ — _ - _ _ I I _ -----.-- _-- �UILD�NG�IVISION FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH I� TO MATCH ADJACENT SURFACES. JW. r _ — - -- - - I 1 ..- ��. , i0 �µ M AREA OF NO INTERIOR WORK 3. CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. i 7- I } • I �I ./ IL`.0 L'._ � Ir � • , ._ u s., I I _ _ I I I II ppL EL !I I ill II; Ii, b---- I 'F ` ` j I } iii �', 9 it W - - — - — -_fi I� w. -_- -. SEE P 111 11, I, 1 SEE Pill - = -• I — .� . 1.. — . . 5 — 4._.... — _ - I 7 1 SEE P113 II., _ .... AREA B I t I ; Ij I " I I -- I I '� AREA OF NO INTERIOR WORK rye" _. - _. 1. 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P110 THIS BAR IS ONE INCH tvalzo�7 BID SET mw architects C1.11113IFF BUILDING FLOOR LAN DATE. 051192017YREGON ,o,- — CleanyWater Services P 1 1 O I 70 HW COUCH STiiEET OVERALL 1 CHK' CMB CAD FILE# WHEN DRAWING IS 1 8!2212017 REVISIONS 5111TE401 ENGINEERING,I1VG1C]NSULTINGENGINEEF6 CWS O&M PHASE 2.rvt REMODEL - _- _ 7C07 5 4V GAP,pINFIL.ANE,SUITE ISS PLC* N/A �> JUr�q,`YaC 1 FULL SCALE. -- 0u r commttrnent is clear PORTLAND.CR 97209 -- - POTIJU+ ,DREG ON 91724 ' ` /�r�-� M yCy�P�:. 5119/2017 140°!o PERMIT SET o50397i 515' PHASE �} APPD: -- -- — PH 503 521.7260, FX 5d3.S21.7253 L -- sCALE: As indicated Y 9 �wAaucw�ECTs.EOM cws DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123-9379 66$7 PROJ#: ` STAMP'. EXPIRES: =2/31/20=7 G ' H J K L .) N P 1- --,-- _ i. - - - m. �— C --_:._t:_-_-_- r----------- -- - ---�1 r- - — - C_ R._ _______ _. _ ____----1 i_ - - - - —_ 1 L - ___ -- l I-_ __ --_ 1 f 1 I r- 2 ' ----,lL ——..—J --C, W 4 — — - — — - LJc. 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ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. WERE 1 REMOVE FIXTURE AND ASSOCIATED PIPING TOA POINT BEYOND TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND CONCEALMENT AND CAP. FIELD OBSERVATIONS. CONTRACTOR TO VERIFY EXACT KEY PLAN CONDITIONS IN FIELD. 2' REMOVE FIXTURE- REMOVE COLD WATER BACK TO MAIN AND CAP. NTS MODIFY WASTE AND VENT AS REQUIRED FOR NEW FIXTURE. 2. WHERE WORK IMPACTS EXISTING CEILING, WALL, OR FLOOR 3. REMOVE FIXTURE AND MODIFY CW, HW, WASTE, VENT AS REQUIRED FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH FOR NEW FIXTURE- F TO MATCH ADJACENT SURFACES- 4REMOVE GAS PIPING AND ASSOCIATED HANGERS AND EIZ-1 3. CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. , APPURTENANCES TOA POINT BEYOND CONCEALMENT AND CAP. 5., REMOVE WATER COOLER AND ASSOCIATED PIPING TO A POINT 1 E C JJ I Li BEYOND CONCEALMENT AND CAP. COORDINATE POWER DISCONNECT WITH DIVISION 26. CONTRACTOR TO RECOVER AND DISPOSE OF REFRIGERANTS PER EPA AND LOCAL AHJ D REQUIREMENTS. CONTRACTOR TO PROVIDE RECOVERY AND DISPOSAL PAPERWORK TO CLEAN WATER SERVICES REPRESENTATIVE FOR RECORD KEEPING- '.6: REMOVE EXISTING RAIN AND OVERFLOW DRAINS. MODIFY EXISTING RAIN AND OVERFLOW PIPING AS REQUIRED FOR CONNECTION TO NEW RAIN AND OVERFLOW DRAINS. SEE 1/P141 FOR NEW DRAIN LOCATIONS. ED_��oFF ORIG ] . PROJ NAME: SHEET TITLE: ,SV, -.-- 5�,, �1� �N.�1 NFE,S . DRN: CMB/KRH DATE IMMIIMMI MARCH 2016 MPLUMBING SHEET: 155 OF 201 lL; DSN: CMB DW fY: F DURHAM O&M PLOT ' i�,;,,, - :rl `� kid P111 mwa architects EXISTING/DEMO FLOOR PLAN - AREA PATE a 119J2o17 THIS BAR 15 ONE INCH 2 11ra/zo17 BID SET BUILDING Clem�VVater Services 70 NW COUCH STREET CLIIIIDIFF ,, 09EGON -r� WHEN DRAWING IS 1 I 6!2212017 REVISIONS sIJI 4U ENGINEERING+,INC;rorsU TNG ENGINEERS ✓ Oy .. CHK CMB CAD FILE# CWS ODM PHASE 2.rvt 7007 S.W.CARDINAL JUNE.SUITE 745 REMODEL A PLC# NIA . `l'-•`�!U 14 20 FULL SCALE. 5119/2417 100%PERMIT SET Our commitment is clear F so�PORTLa7aD1 1 PH 503PORTLAND.OREGON.521 7280, FX 503.DR 47209 472241 ‘>'-'::-. 13' 13•M'IO'C�• APPD: SCALE: 0a 521.7257 PHASE 2 CW5 AS indicated REV# DATE DRN APPD DESCRIPTION 2550 SW Hlllsboio Hwy. Hillsboro, Oregon 97123-9379 F 503 9 CHITECT$[OFA PROJ#� 66g7 STAMP EXPIRES:12i: 1"2017 C ' D : E J ► K GENERAL NOTES (E) HALLWAY _.- SEE Pill SEE P111 1. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. WERE V ems ems sE � ems — .__— I>M — �_.� �� els W ems O�� — MID � — — v� mom .— TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND SEE P113 N _li I SEE P113 1>IE1it FIELD OBSERVATIONS. CONTRACTOR TO VERIFY EXACT CONDITIONS IN FIELD. _ 2. WHERE WORK IMPACTS EXISTING CEILING, WALL. OR FLOOR FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH I TO MATCH ADJACENT SURFACES. 1 ' ! 3. CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. A (E) (E) — — .. INSTRUMENT ELECTRICAL (E) WORKSHOP WORKSHOP LUNCH I (E) 1 HALLWAY z 1 NOTES THIS SHEET: 1 REMOVE FIXTURE AND MODIFY CW, HW, WASTE, VENT AS REQUIRED FOR NEW FIXTURE 1 2 REMOVE FIXTURE AND ASSOCIATED PIPING TO A POINT BEYOND 6 Lo 1 co r c- CONCEALMENT AND CAP. w w • 3 REMOVE GAS PIPING AND ASSOCIATED HANGERS AND to (t) 1, 1 4' APPURTENANCES TO A POINT BEYOND CONCEALMENT AND CAP. / , NC NG 2 1/2 NG NC., -- ---- _ (E) HALLWAY 3/4' NC - 4 REMOVE WATER COOLER AND ASSOCIATED PIPING TOA POINT / , -- ; - � +I. .- BEYOND CONCEALMENT AND CAP, COORDINATE POWER � 7 } -�- DISCONNECT WITH DIVISION 26. CONTRACTOR TO RECOVER AND : I DISPOSE OF REFRIGERANTS PER EPA AND LOCAL AHJ r • 1_1 REQUIREMENTS. CONTRACTOR TO PROVIDE RECOVERY AND '" ti~' 1 I DISPOSAL PAPERWORK TO CLEAN WATER SERVICES IF 1 0 Z • . f REPRESENTATIVE FOR RECORD KEEPING. 10 1 1 \ ° P171 5 REMOVE EXISTING RAIN AND OVERFLOW DRAINS. MODIFY EXISTING - 0,.4 � RAIN AND OVERFLOW PIPING AS REQUIRED FOR CONNECTION TO (E) NEW RAIN AND OVERFLOW DRAINS. SEE 1/P143 FOR NEW DRAIN 11- - ;' 5 I LOCATIONS. E&I GARAGE f' . 3 .' . .. .:. __ t 1 _ir1 ,1 oI i P (E) - .--- _ . - 1 1 I 4- 1 I . ' (E) WOMEN'S LOCKER MENS LOCKER (E) - - - -- -__ MECH rr, , ,.. . � . .., z EI � _ , . 1 I ELEC \ ---"-- '.---j r____.. HALLWAY (5) = ULINEN : T ' I 1 i • • {,--2.), Fr.1 ��- �–� ;— -_ _ __ . . _ - — . _ . _ . — . ,,--.el \iti',)) _I I I f?}'` I - I I LAUNDRY , �... . �� I 0 4( )" I 1 i I ; - - - - �I • Ir I ,�, I (E) i �� (E) . I � - �`� -, MUD I i � LINEN .�� 1 I 1 LI cO L. ._ J I ` H _ II I ,. ;D II I If 1 !!.NG ; , 11`4_. > ch • Q NG NC NC NC w w (E) HALLWAY 4 � :- SEE P113 E I -- �� — .emsami . .M.NO � � . . ... ... MMSWOW e.. — — . GMgm amp IMMEMMEDamp GED -. 41111.11.I. GUMGM milemmilmm KEY PLAN zD 1'I i .1 SEE P114 NTS— —. . -- NG — ' H I 10 : Ein1 I II B E ' C u 1 D EXISTING/DEMO FLOOR PLAN - AREA C SCALE: 3/16" = 1'-0" -- - � -- ---- _—____. rf ��7E• PFp• '0,2 �. ORIG PROJ NAME. SHEET TIT(E v p p C� `c .4 aGINE6R DATE -- ---- -- — - PLUMBING SHEET ,S5 OF. C- 70654 � DRN: c. rKrl MARCH 2Q16 M DURHAM O&M DSN: GMB DWG#0_ P113 mwa architects EXISTING/DEMO FLOOR PLAN - AREA p E, °5/19/2017 n).: .ik 1t..' /:'' `,f- _ THIS BAR IS ONE INCH 2 I 11(8/2017 BID SET BUILDING ). OREGON , o — -- �_ -REVISIONS CleanVVater Services 70 NW(OLIO{STREET ENGINEERING, su,TrEG,NEERs i CHK: CMB CAD FELE# WHEN DRAWING IS t I 8122/2017 REVISIQNS 9wrEaurC P113 2 _ o‘ c° CWS PHASE nit _._ Our commitment is clear PORTLRHO.OR 97209 145 REMODEL PLC# IIIA l tA,20 FULL SCALE. PORTLAND.OREGON 97224 AAPD 511912017 I 100%PERMIT SET Pso9973 s,s, PH X3.52,.r2�. 1 5 .5z, 7z5� PHASE 2 ER M1G � scAl_E: As indicated — _ 2550 SW Hillsboro HW Hillsboro, Oregon 97123-9375 MWAApso335°6° PRO 6687 REV#I DATE ! DRN APPD DESCRIPTION y' MWAARCHITECTSE0M PRQJ# STAMP EXPIRF'.S: 12/31/2017 1 GENERAL NOTES 1 . ALL EXISTING DUCTWORK, PIPING, EQUIPMENT. ETC. WERE TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND 13 FIELD OBSERVATIONS. CONTRACTOR TO VERIFY EXACT CONDITIONS IN FIELD. 2. WHERE WORK IMPACTS EXISTING CEILING, WALL, OR FLOOR FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH TO MATCH ADJACENT SURFACES. CO E. I I:i 3. CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. w w W w CI) cn I I I 1' I I (E) OFFICE 11 I I (E) CUSTOMER tl1 SERVICE i I II I n1I I 11 , II PRINT .----. CENTER E (E) 1 Q STORES 1 II I 1 (E) a--9 HOUSEKEEPING .4113 } , __ . ___ ______ __Li ' 1 1 ' Ii I (E) I ELECTRICAL I 1 SEE P114 _,_r OM IIMIIP MEP IIIMINIPP OM OM OM SEE P115 I f� KEY PLAN , . I NTS H A I � � B E I 1 EXISTING/DEMO FLOOR PLAN - AREA D 1 S — D SCALE: 3116" = 1'-0" l QRIG . DRN: CMBIKRH DATE MARCH 2016 PRQJNAME SHEET TITL.E NGS ��_.. Jam, �G _ - DURHAM O&M PLUMBING -sH��T ,�� OF zo, ��, 7os5 OSN: CMB DWG#: P 114 – - PLOT IE iAtt -.• ' s mwa architects 05119!2017 1< r ,r. THIS BAR IS ONE INCH 2-1 11/812017 BID SET ] CIJflDIFF BUILDING EXISTINGIDEMO FLOOR PLAN - AREA DATEcOREGON CleanWteervicesP 1 �l 4 CHK CMB CAD FILE#: fPLC# 'LC' C,,.- p0-.- kNG ENGINEERSD WHEN DRAWING IS enzr2o17 REVISIONS SUITE 407, ENGINEERING, REMODEL NSA T `� rt ,n 2 .� CWS_0&M PHASE 2.rvt 7(J NW COUCH STREET ORE SUITE 146 L Ir� MIG - - - Our commit nent is dear PORTLANu.oil 372pA 8722E 4 FULL SCALE. 5119!2017 100%PERMIT SET PSI3373s751 __ APPD: SCALE: As Indicated ---/--- REV —- - --- PH 503.521.7260. FX 503.521.7257 PHASE 2 -��N REV#l DATE DRN APPD DESCRIPTION 2550 SW Hillsboro H Hillsboro, Oregon 97123-9379 FSO39735660 CWS ' g mwhaRCIiITECTS-LOM PROJ#. 6687 STAMP. FX1']KN.5: I-r.�l,2lll7 GENERAL NOTES A 1 . ALL EXISTING DUCTWORK, PIPING. EQUIPMENT, ETC. WERE TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND HELD OBSERVATIONS. CONTRACTOR TO VERIFY EXACT CONDITIONS IN FIELD. 2. WHERE WORK IMPACTS EXISTING CEILING, WALL, OR FLOOR FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH un 0, TO MATCH ADJACENT SURFACES. ar* Y. EL - w Lu 3, CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. 7 w w Toz.FI , I (E) (E) (E) OFFICE STO CONF _ //---4) r ' } r !� NOTES THIS SHEET: ,, I 11.1_, 1 REMOVE FIXTURE AND ASSOCIATED PIPING TOA POINT BEYOND CONCEALMENT AND CAP. 2 REMOVE HOOD ASSOCIATED FIXTURES AND ASSOCIATED PIPING TO A POINT BEYOND CONCEALMENT AND CAP. 3 3 REMOVE DE-IONIZED FAUCET FOR REPLACEMENT. SEE P145 FOR NEW. r r ! ! 4 REMOVE GAS TURRET AND ASSOCIATED PIPING TO A POINT BEYOND k_„�+� __ CONCEALMENT AND CAP. s A ��_ ,� 5 REMOVE GAS PIPING AND ASSOCIATED HANGERS AND ' l ry \ �E) APPURTENANCES TO A POINT BEYOND CONCEALMENT AND CAP. HALLWAY 4. (E) i r LAB 0 I • r , — i;. I I L 1O} . . ..7 4 V 0 III - r Qo 98 ` 1_ (E) 1/2 NG 0 Iol 2 NG — OFFICE O 11.1:') (E) u (E) I RECEIVING f NG I MECH i_ _ N C NC I I 5 I KEY PLAN _ c NTS 13 .. I Willi p A 1 IB 1 E U I 1 D EXISTING/DEMO FLOOR PLAN - AREA E .. _..,. _.___E\D SCALE: 3116" = I'-0" •C+RIG - PROJ NAME: SHEET TITLE' SHEET: 158 OF• �n I �,�,� �aG4N�Fq DRN: CMS/ MARCH 2016 '�_ DATE: 7osa _. __ .__ _ DURHAMO&M PLUMBING Ii P115 I11/8/2017 -- - mwa architectsflDIFF EXISTING/DEMO FLOOR PLAN - AREA °T 0511512017 ,'1.;:'. ..r,,v,, �:, 1 DSN: CMB f DWG# THIS BAR IS ONE INCH ► —.--__ __� --'4: � BUILDINGci f z ��D SET _ ��f]` Services (� P 1 �i 5 OREGON _ --' -- Clean ■ ,ate/ V ervices 70"W COUCH STREET WHEN DRAWING IS 1 6/22/2017 REVISIONS SUITE 401 ��I"��r�l+x�,'NC 'CON$ULn''c ENGINEERS p E pLC# S J _ _40� �; CHK: CMB CAD FILE : CWS O&M PHASE 2.rvt �_._.-------_ commitment7007S.W CARDIfALUWE,SUITE145 REMODEL N/A t 14,2 .r FULL SCALE. _._._,_..__�.� Our is clear PtRTLANO,OR97239 O,0 -- - V . 5/19/2017 1 100%PERMIT SET P 503 973 5151 PORTLAND.OREGON 07224 4 PSI sas.52:.72en, 1 x 521.725r r'iR M1GN!� APP[3: SCALE. — _ F 503.973 509[1PHASE 2 CWS AS indicated REV# DATE DRN • APPD DESCRIPTION 2550 SW Hillsboro HWY. Hillsboro, Oregon 97123-9379 MWAAACHIrECTS Nu PROD i1: 6667 7 STAMP, FIX II-ITS: Ii*/ 1/2017 M I • m. M a , H 4J ) - L 'i . . II ! I } N - p s , _.I J , 11 ri L.__, I ' HB1. . ...-:: "7"":1"°"/.- �_ _L .. _w.. i VESTIBULE 100 i • i . I• - - - - -t. r-. _ 1 _ -,. = . 1-72-11- r i._- r f -f--� r r.-- -- r --- r f - TIE-T:71. + 1-- -- r -....-.-_-.-1-1:_ :: _ 1 r _:-i — _ - • --- - -.- -:.__ a_ 0 _ m _ RECEPTION OFFICE 101• 103 OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE C 104 105 _ - - I 1106 I 1107 j � 108 P109-1 1.1� •� ] ' I � i �L � _ -' - ✓� _. 47-4-44444.44144%;,.x/;:_„,,.,;,,.,:c.,:::,::<:: CCS G1 ,— C,,��� �' ,#r y' (/'';,'''A W. > k _ _. ____ ____ __ — ! _ -_ __ #TALL- IS — - - -- -_ �__�_�_.._- — ,_._: _ w_— ,,, 11 Q L L-1 .! 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WHERE WORK IMPACTS EXISTING CEILING, WALL, OR FLOOR FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH TO MATCH ADJACENT SURFACES. - 1 EXTEND HOT WATER TO NEAREST ADEQUATELY SIZED LINE IN RESTROOM PLUMBING WALL. 0 3. CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. (22m,• UP TO RD1 . CONNECT TO NEAREST ADEQUATELY SIZED RAIN DRAIN rTh 4. USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED. LINE. I III g 5. PROVIDE ACCESS PANELS FOR ALL VALVES LOCATED IN HARD CEILINGS AS REQUIRED. OD UP TO OD1. CONNECT TO NEAREST ADEQUATELY SIZED OVERFLOW E [ c j I. i LOCATE VALVES DIRECTLY BEHIND ACCESS PANELS. DRAIN LINE. , 6. LOCATE PLUMBING VENTS A MINIMUM 10 FEET HORIZONTAL FROM MECHANICAL FRESH AIR 4 UP TO OD1. ROUTE TO DOWNSPOUT NOZZLE ABOVE CEILING SPACE. D INTAKES. COORDINATE REQUIRED PLUMBING VENT EXTENSIONS AND RELOCATIONS WITH COORDINATE ROUTING WITH HVAC DIVISION 23. SEE SHEET M147 FOR LOCATIONS OF NEW ROOFTOP UNITS. 7. FLASH AND COUNTERFLASH VTR PENETRATIONS OF ROOF MEMBRANE. 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Hillsboro, Oregon 97123-9379 Fso3 RC111TE T5.C[IM PHASE Z CWS __�- REl/Zk DATE MIN APPD DESCRIPTION PROD# 6687 STAMP EXPIRES: 12/3172017 JI E G H ; J , K GENERAL NOTES 1. ALL EXISTING DUCTWORK, PIPING. EQUIPMENT, ETC. WERE TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD OBSERVATIONS. CONTRACTOR TO VERIFY EXACT SEE P141 SEE P141 - a i PI14 CONDITIONS IN FIELD.1 SEE P143 - f SEE P143 i.._. ____- - '- - - - - ___ 41110 2, WHERE WORK IMPACTS EXISTING CEILING, WALL, OR FLOOR _ l FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH ;%' !I b,14 I--[ _d - {.1 j TO MATCH ADJACENT SURFACES. n fArr-,7-90,3r.:MIN:i. 11 �__.__� ( t e 3- CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. I. 1 i ! I I N 11 ! , I 4- USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE I. I' i JOINED. • f I 1 i _ - > f ` _,-,�.... . _ 1 1/2"o V ' - f # I 5. PROVIDE ACCESS PANELS FOR ALL VALVES LOCATED IN HARD ri- `� INSTRUMENT I ELECTRICAL -�,, CEILINGS AS REQUIRED. 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SHEET: 160 OF: 201 ;'x,71 70654 DSN: CMB DWG#: ��IMMMMMMMI DURHAM O&M PLUMBING 05I191201T � -�� � t P143 mwa architectsDATE _______ THIS BAR IS ONE INCH 2 1var�ol7 SID BUILDING FLOOR PLAN AREA C �`°` ,f rr�OREGON ° C,�eanaer Services C1.1r113IFF 1 yy - -- ----------- -- - --- 70 NW:OUCH STREET c --- P 1 �� Y�` i ENGINEERING.INC!CONSULTING ENGINEERS !�' J CHK: CMB CAD FILE# CWS_O&M PHASE 2.Nt WHEN DRAWING IS 1 6l22/2Q17 REVISIONS 1 SUITE 401 S.W.CAR3INANSULTI SUITE1 N PLC i�, N/A ' `5-> ' (-6k-14 2 P FULL SCALE. -- REMODEL Our commitment is clear PORTLAND,OR 97]04 70°' - �- ?OH"LPJY03 OHEGGN 97224 5/19/2017 10011/0 PERMIT SET P 503 973 5151 � /16MIC F 903 973 59fi0 PH 503.521.7260, FX 503.521 7257PHASE 2 cws _ APPD: SCALE: G�Hwy. Hillsboro, Oregon 97123 9379 6687 As indicated REV# DATE DRN APPD DESCRIPTION 2550 SW Hlllsbpl` 9 MWAARCHITECTS.E0M PROD#: STAMP EXPIRES: 12/3112017 GENERAL NOTES 1. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. WERE TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD OBSERVATIONS, CONTRACTOR TO VERIFY EXACT CONDITIONS IN FIELD. -, 11 A ) .B ` �C) �: ❑ l 2. WHERE WORK IMPACTS EXISTING CEILING, WALL, OR FLOOR I FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH 3 TO MATCH ADJACENT SURFACES. 3. CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. Li) USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE • E_ a JOINED. Ill UJ E LU LU S. PROVIDE ACCESS PANELS FOR ALL VALVES LOCATED IN HARD : 7 )-- ra-11 '' ' - 4. 4, ._. rf I - r u II _ CEILINGS AS REQUIRED. LOCATE VALVES DIRECTLY BEHIND I. irni — ACCESS PANELS. ` . 6. LOCATE PLUMBING VENTS A MINIMUM 10 FEET HORIZONTAL FROM MECHANICAL FRESH AIR INTAKES. STOR CONF - 7. FLASH AND COUNTERFLASH VTR PENETRATIONS OF ROOF 1.. OFFICE 1163 164 MEMBRANE. SEAL ROOF PENETRATION WEATHERTIGHT. 16 2] 8. COORDINATE EXACT LOCATION OF FLOOR DRAINS WITH i,,. ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. I - _I-- NOTES THIS SHEET 4 Ei, , . t 4- D NEW LOCATION FOR EXISTING DISHWASHER, INSTALL AND CONNECT , , , t COMPLETE. EXTEND HOT WATER FROM NEAREST ADEQUATELY iirbff& Q� DI1 * Dli -_ SIZED LINE IN UTILITY TRENCH. VERIFY EXACT LOCATION AND A: —_ _.._..___-.- i CONNECTION REQUIREMENTS WITH EQUIPMENT INSTALLATION 11 INSTRUCTIONS PRIOR TO ROUGH-IN. J 1 9 urn I a o (2'') EXTEND 1/2-INCH DE-IONIZED WATER LINE TO SERVE NEW DE-IONIZED FAUCET. MATCH EXISTING PIPING MATERIAL. v r , I ; _._ -- Ii LAB rt 165 -.-.. O �^ V in s o e.— l—Jo ��, 1 1 oRa = o e i - --- . ----\---- - 1 (-1---6_.__ . .__ __. ____ __. . . . _.... . . .. ..:.!. . ___ 1._ _ ___ 1.. _ I \-1 DI1 NDI1 Ft 1 , __._ ..------, * 7 .- Li ..._ Lk ..1_(.. , _ OFFICE ELEC `---_ � � 4' I � ° 168 167 .. i 1 ( 1 ! RECEIVING .._.. ._. 166 ' '�I k 1. I T r �/W LLII J VJ IiII KEY PLAN iL I NTS • 13 _ _ w— _ _ __ _ .. __ 0 r__L _ I �A I. I B 1 E C ) u I 1 D ( FLOOR PLAN — AREAE f I\ �� SCALL: 3/16" = 1'-0" \\/-3 Ep. PROF -� • DRN: CMBFKRH ORIG MARCH 2016 SHEET 182 OF: 201 W PROD NAME: SHEET TITLE: ,;'�? �NG1IV��9� DATE: �' DURHAM O&M PLUMBING 7a �� Dsm CMS DWG P145 mwa architectsCLIIIIDIFF 'LOT 05/19/2017 F7n , THIS BAR IS ONE INCH 8/201 BUILDING FLOOR PLAN — AREAE ol�E�oN � . 2 11/8/2017 BID SET C1eai�V�a�er Services �o NW COUCH STREET It CHK CMB CAD FILE 4. CWS_O&M PHASE 2.Nt WHEN DRAWING IS tp/2oI72/2REVISIONS PORTLAND. � ENGINEERING-INC;CONSULTING ENGINEERS -- Our. commitment is clear sum 401 REMODEL roo�s W.CARDINAL LANE.sues I4s PLC#. N/A \ 5',10e,.'‘. 614,20,-\,' �r'I• FULL SCALE. PORTLAND OREGON6722a lt912017 100%PERMIT SET psaa 97a 6151 PH 503,521,7260, FX 503.521.7257 R M4G y- APPD: SCALE. FSn39735a6aPHASE 2 CVtfS ��$7 --�--Y-- As indicated REV#1 DATE DRN APPD DESCRIPTION 2550 SW HIIISbrrro Hwy. Hillsboro. Oregon 97123-9379 Mwd4RCHITECTS.COM PROJ#. STAMP:EXPIRES: 12/31/2017 GENERAL NOTES 1. ALL EXISTING DUCTWORK, PIPING, EQUIPMENT, ETC. WERE TAKEN FROM EXISTING AVAILABLE RECORD DRAWINGS AND FIELD OBSERVATIONS. CONTRACTOR TO VERIFY EXACT CONDITIONS IN FIELD. 2. WHERE WORK IMPACTS EXISTING CEILING, WALL, OR FLOOR FINISHES OR BUILDING COMPONENTS, CONTRACTOR TO PATCH TO MATCH ADJACENT SURFACES. 3. CONTRACTOR TO VERIFY EXACT CONDITIONS IN THE FIELD. 4. USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED. A. I.) D. ' 5. PROVIDE ACCESS PANELS FOR ALL VALVES LOCATED IN HARD I I CEILINGS AS REQUIRED. LOCATE VALVES DIRECTLY BEHIND ACCESS PANELS, 12 \ 2 6. LOCATE PLUMBING VENTS A MINIMUM 10 FEET HORIZONTAL f- 4" RAIN DRAIN, SEE CIVIL t601 / — 4" RAIN DRAIN, SEE CIVILP601 FROM MECHANICAL FRESH AIR INTAKES. 1 112"r W_ L1 FOR CONTINUATION / FOR CONTINUATION _." 7. FLASH AND COUNTERFLASH VTR PENETRATIONS OF ROOF . H81 MEMBRANE. SEAL ROOF PENETRATION WEATHERTIGHT. ----t- 8. - 8. COORDINATE EXACT LOCATION OF FLOOR DRAINS WITH Il I , << ARCHITECTURAL DRAWINGS PRIOR TO ROUGH-IN. 4" WASTE, SEE CIVIL y �. :•� FOR CONTINUATION U -a = 1112oV ; 5Z I .– _ _ RESTROOM d ; I r-offo 4" FIRE RISER '"0 ..106i) Z4 ' CONFERENCE I- - ROOM 4" FIRE WATER, SEE CIVIL FOR LD1 cf) JANITOR - - F203 201] CONTINUATION — „ ,..._ f ,,�” 4"s� FWik— 4 j II ?-i 112 C �� ## t � --11 1/2 CW, SEE CIVIL - I • �,,�! ---�DF'I! \F50J FOR CONTINUATION —�--. �--- 1. _ _ �MS1 _ .--��'Y ( -'— RESTROOMI I, 920T4203 - • - ` 501 �. - I ,--- i� 204 ; I � _ l/"--;----- \ 3` 1920P4203 1 - v �( INTERPRETIVE P501. a '4 . LOBBY U ° e k Cf:? 200 a- w , — -------- 1 1/2"o W 3 i 920WHTRO1 I� i P501 ."-"" -- - -- -- --(-:- - .4 , I P. TYP. i..P501FD1 m ... � � - ! 4" VTR C L 1 i i ,.,, 17 I =E4 1:31 IU t] I N I I I LL. , i __ •n� •" Iii Z s F—°---7---:-.'- ----{ S1 o N ROOM ELECTRICAL 1 - i -_ I s II •I . 205 I i �;.� KEY PLAN I NTS 11011 ..____„ _ 9I , ""="+ . — I -I DIM ill : . C B E J H I , D s FLOOR PLAN - AREA F ,i\ \(1 , ›!� ;' SCALE: 114" = 1'-0" DRN: CMB!KRH °RIG MARCH 2016 1 PROJ NAME. SHEET TITLE: 4,GINEE- •-. •V DATE: --- < M . DURHAM O&M PLUMBING SHEET. 163 OF 201 � ;QJ;- � ,ossa DSIV: CMB Dw�#. P4 fi mwa architectsCLUIDIFFBUILDING o�EGON THIS BAR IS ONE INCH 2 1102017 BID SET FLOOR PLAN - AREA F PLOT ° /1�Iz°17 ` " DATE: P 14 6 t - -�- --- Clear�Water • Services 70 NW[(SUCH STREET p E\GINEEAING INC i CONSULTING ENGINEERS �' WHEN DRAWING IS 1 6/2212017 REVISIONS SUITE N/A �SJ -✓ 14 �� '�, CHK rye CAO FILE#:CWS_O&M PHASE 2.rv1 _ 7E07 S y CARDINAL�.E SUITE149REMODEL PLG#: FULL SCALE. Our commitment is clear PORTLAND OREGON N 97224 ._. � 6 M1G .,,r PORTLAND.OR 9704 n � --' - 5!19!2017 I 100%PERMIT SET Pi03973fr15ti APF'D: SCALE: , sos97a snso PH 503.521.7264, FX 503.521.7257 P HAS E 2 CWS As Indicated REV# DATE DRN AF'pD DESCRIPTION 2550 5W Hillsbolu Hwy. Hillsboro, Oregon 97123 9379 MWAaRCHITECTS.COM PRbJ# 6� 7 STAMP:EXPIRE'S: 12/31/2017 3 ,_. I G I , • • I • I -� HALLWAY _ F , ( G..) 1 H 1 r __F , 145 --- ! - �.. :�: , i_c_:_____ _ ____ i r { • I i 1'10 HWR 1 i Y-- _--__.____—___—�_�__ —920P4201W #r �P60 ) i HOUSEKEEPING PAD 7 I ,i-- 920T4201' P601 ,' a -- 0 t � t ( i o --- (-71-',,p601) a ; I • ___ 920P4202 / mac . \___ 1 --1- ._-..- _-�----.._.......,,».,-- ----�--—----•__---__ i ' 1 ® — ' P 920HX4201 _ = ' „47., O i l )41 ! N Z Imo- , i ' I ! I cv I .__ :-1-711„..,.., 926T42o2 -�=-I— �� U • 1 ' `�'\y { 2"0C W : f Y I i 3 I i. 1 Ii ELEC MECH , ELEC I.', ' 148 i MECH_ ! -- - _�---__- �.� 147 1 ' ! ' 1-112 NG ! II ct Z { 1h.-..r 1i � 0 - _ I T , , , , II t `` , , 11 , 9 ; I.. a 1I - ' " ;> i+1 --r-_,......._ 4 csa s it yY • I ('1 MECHANICAL ROOM DEMO PLAN MECHANICAL ROOM PLAN • � I SCALE: 3/8" = 1'-0" SCALE: 318" = 1'-0" ------- NOTES THIS SHEET: .-.1-.. REMOVE WATER HEATERS. COORDINATE POWER DISCONNECT WITH DIVISION 26. REMOVE GAS PIPING BACK TO MAIN. MODIFY COLD WATER, HOT WATER AND HOT WATER RETURN PIPING AS REQUIRED FOR NEW HEAT EXCHANGER AND TANK ASSEMBLY. REMOVE EXHAUST FLUE AND PATCH HOLE WEATHERTIGHT. ; ,�, —-10 - -„FSS, JO.;�r1G1NEF49,f DRN: CMB/KRH °RIC' MARCH 2016 PROJ NAME- SFiEI i TITLE M PLUMBING SHEET: Asa of 201 � 7o554 e, 1 - -_ DATE: ” DURHAM O&M ' DEN: CMB DWG# f PLOT r . x- 7Q NW CDUtt1 STREET 05/19/2017 n-` ., Y 1! P171 ,11�/2pi7 -_.� ---g�aSET • mwa architectsENLARGED MECHANICAL ROOM DATE THIS BAR IS ONE INCH j C1.111DIFF BUILDING .- OREGON ::��o, —i dean��ater ServicesyNGINEERINGINC ;CCNSIATINGENSINURS FL00R PLANS P171 CHK: CMB CAD FILE#. WHEN DRAWING IS 1 6!22!2017 REVISIONS su!re4u1 cS' Q3� GW5 08M PHASE 2.Ivt 70075 W CARDINAL LAE,SITE+4; REMODEL PLC# NIA t -i . 2QP — -------.....- ...----.. .---....---.---- —.--- FULL SCALE. Ourcommitnentisclear PORTLAND,OR 97209 - -_ 'yFR MIC' PERMIT SET P 503 973 5151 PORTLAND OR=GON 97224 51,9120,7 100 P!{503-521.7266, FX 503,525 7257 PHASE 2 APPD: SCALE: Hillsboro, Oregon 97123-9379 F SD3973 Soso CWS 66$7 —. /$ 1{"0�� REV# DATE DR AI APPD DESCRIPTION 2550 SW Hillsboro Hwy. 9 MWAAR'.11,7ELTS.L0M PROD#. STAMP: EXPIRES: 12(3112017 SCORIATE - -- VANDEL D NICKEL RESISTANT INDIRECT WASTE PIPE INDIRECT WASTE PIPE BRONZEE \� SCREW (WHERE INDICATED ON PLANS) (WHERE INDICATED ON PLANS) TOCUT PIPE AT 45° .� VENT PIPE \ FLOOR FINISH I CUT PIPE AT 45° SLOPE FLOOR TO - ' SLOPE FLOOR TO �• SEE PLANS `�� /i • DRAIN. GOORD ADJUSTABLE STRAINER CODE REQUIRED AIR GAP DRAIN. CQORD WITH le - ADJUSTABLE STRAINER CODE REQUIRED AIR GAP I WITH ARCH. PRIOR �) FLOOR FINISH ARCH. PRIOR TO ,) • FLOOR FINISH TO INSTALLATION. '`�-- �' INSTALLATION A -'---r NO-HUB - - - ---- -, COUPLING NON-SHRINK GROUT ,• - NON-SHRINK GROUTIIIIIIIIII - CLEANOUT PLUG -_- •_.__. v VANDEL A_ A FLASHING • - WATERPROOF MEMBRANE 1 WATERPROOF MEMBRANE �--�-/ - / RESISTANT Er-T± r- COLLAR WITH ! t �i j INSTALLED BY GENERAL I INSTALLED BY GENERAL SCREW 11 CONCRETE FILL FLASHING CONTRACTOR I>i ... �� CLAMPING RING III I II I I ! CONTRACTOR COLLAR WITH - STAINLESS JOIST i CLAMPING RING • -- CONCRETE FILL NO-HUB - Li _ N ''''YXIC V STEEL �} CLEANOUT illla �- BOX AROUND DRAIN H11t1 COPPER PRIMER COUPLING ' COVER < PLUG OU r LINE BETWEEN JOISTS NO-HUB OUTLET r J .� "„ NO-HUB 518"PLYWOOD -- t COPPER PRIMER AUXILIARY INLET WASTE AUXILIARY INLET PRIMER USE. PIPE SEE • " WALL FINISH COUPLING NO-HUB OUTLET / ���� FITTING FOR DRAIN PIPE FITTING FOR PRIMER DRAIN PIPE. SEE PLANS SEE PLANS DRAIN PIPE. SEE - - USE. PLANS FOR PLANS FOR SIZE. SIZE. WALL CLEANOUT FLOOR CLEANOUT FRAMED FLOOR SLAB FLOOR INTERIOR CLEANOUTS � .� 2 FLOOR DRAIN DETAIL l� SCALE: N.T.S. SCALE: N.T.S. •0 BALANCING COCKS UNION, TYP. CHECK VALVE, TYP. CW SUPPLY, SEE FLOOR "-' ----- 'HHWWRR��-''J/ PLAN FOR SIZE. THERMOMETER, TYP. (SET WH TO 140 DEG. F) HW CIRC PUMP (CP) , (5------- HW BALL VALVE, TYP. it1D---T ®EXPANSION TANK (ET) ,101 OI PRESSURE AND TEMPERATURE - ELECTRIC BALL VALVE WITH INTEGRAL NICKEL BRONZE WATER 3I4 ASME 81.20.7 MALE �- VANDAL RESISTANT SCREW CODE RELIEF VALVE. WHEN RISER GARDEN HOSE THREADED ; HEATER LOCATED IN WALL, END, CAP, AND CHAIN. /if CLEANOUT PLUG SCORIATED COVER SEISMIC STRAP AS REQUIRED. SEE - � 0 NICKEL BRONZE SEISMIC STRAP NOTE. -• • - - - PROVIDE WALL • SEE FLOOR PLAN WATTS SERIES 8-6000-CC SCORIATED COVER - ACCESS PANEL WITH FOR OR APPROVED , CLEANOUT CLEANOUT HOUSING PIPE RELIEF VALVE FULL SIZE TO OVER LOCKING MECHANISM CONTINUATION / EQUIVALENT. f VANDAL RESISTANT NEAREST AVAILABLE FLOOR DRAIN. I I HOSEIBB DRAIN CONNECTION. - 3/4" CLEANOUT �� t -�-r ‘• I SCREW SUPPORT PIPE INDEPENDENTLY OF RELIEF B �r �� PLUG -- •''''•' • - VALVE. �r PROVIDE APPROVED WATERTIGHT F- •'`y` DRAIN PAN. ROUTE DRAIN PIPE TO MAIN SHUT 0 �--`' `='k' _ SEISMIC STRAP NOTE OVER NEAREST AVAILABLE FLOOR OFF VALVE �� 1 �""'�"'�a .i i 1—I I IT EARTH FILL "�"�° DRAIN. PRESSURE GAUGE I ! !-.� =I OR ASPHALT • . . � � 1 GALVANIZED SHEET METAL SEISMIC III C 1' I -- =H PAVING C STRAP. SECURE STRAP TO STRUCTURE L --J i AS REQUIRED. LOCATE STRAPS AT UPPER 1/3 OF EQUIPMENT VERTICAL0 COLD WATER i----„; ! _ _ WHEN MULTIPLE HW CIRCULATION - 1�` DIMENSION AND LOWER 1/3 OF LOOPS ARE REQUIRED MAIN, SEE EQUIPMENT VERTICAL DIMENSION. FLOOR PROVIDE MIN. 16" LOWER STRAP TO MAINTAIN A MINIMUM 0 SUPPORT EXPANSION TANK AND CIRC PUMP FLOOR PLANS FOR CLEARANCE CLEARANCE OF 4 INCHES ABOVE FROM WALL NEAR Ws ATER HEATER. SIZE EQUIPMENT CONTROLS. SUPPORT INDEPENDENTLY OF PIPING. ELECTRIC WATER HEATER DETAIL WATER MAIN DETAIL EXTERIOR CLEANOUTS • SCALE: N.T.S. �'\.`: / SCALE: N.T.S. 5 SCALE: NTS. TO PLUMBING EQUIPMENT, SEE FLOOR PLAN HW 110° F MIXING VALVE, LEONARD # 170-LF. • ■ih 0 lig = IN-LINE CHECK, TYP. HW 140° CW F STOPS FOR SERVICING VALVES MIXING VALVE 2 L _7 /(i/, SCALE: 'I2" = I'-d" - NGII EF ORIG - DRN: GMB/KRH MARCH 2016 I SHEET 165 OF 20'. c� PROD NAME SHEET TITLE: 70654 \L DATE: PLUMBING ------ I /r D E T•A I L S DSN: CMS ^----- DWG>k: � PLOT 05/19/2017 ���!''�"' � "171_- P501 THIS BAR IS ONE INCH 2 11/8/2017 I I BID SET � mwa architects CUrIDIPP BUILDING DATE: -- - - Clem�V�ager Services 7Q NW CONCH iTREET a EGON 0 WHEN DRAWING IS 1 6422r2017 REVISIONS SUITE 401 ENGINEERING,INC iCONSuLTtNGENGINEERS '6; 1 ,_ Dt �C, CHK: CMB CAD FILE u C WS O&M PHASE 2.rest Our r commitment is clear PCRTLANO,OR 97704 T'JOT S W.CAHOhNAL LANE,SUITE 145 REMODEL ALC#. N/A l�:.'±�14,E r>� FULL SCALE. 5/19/2017 100%PERMIT SET P 503 973 5151 PORTLAND,DREGON 97224 ` L PH 503.521.7260, FX 503.521.7257 \` .._-F3 -'--; ?`•/ APPD: i 12" = 1'-02550 SW HiIIsbo�o Hwy. Hillsboro, Oregon 97123 9379 F5039735050 PHASE 2 cws REV DATE DRN APPE3 DESCRIPTION Y MWAAREHITECTS.COM PROD# 6687 STAMP EXPIRES: 13/31!2{)l7 PLUMBING EQUIPMENT SCHEDULE MARK NUMBER DESCRIPTIONMANUFACTURER MODEL REMARKS '920HX4201 DOMESTIC HOT WATER HEAT EXCHANGER BELL & GOSSET-Th P20-DW I PROVIDES 79.5-GPM OF 40-DEGREE F RISE FOR DOMESTIC HOT WATER. 80-GPM OF HEATING WATER AT 160-DEGREE F ENTERING WITH 40-DEGREE F DROP. 2020-GPH RECOVERY AT 90-DEGREE F TEMPERATURE RISE. PROVIDED WITH 54 PLATES. MAXIMUM PRESSURE DROP IS 5-PSI. ASME SECTION VIII DIVISION 1 WITH U STAMP. UNION, TYP. \ 920P4201 DOMESTIC HOT WATER RECIRCULATION PUMP BELL & GOSSET ECOCIRC XL LEAD FREE BRONZE INLINE CENTRIFUGAL PUMP; 10-GPM AT 40-FEET OF HEAD; 1/2HP; CHECK VALVE, TYP. B 55-45 208-VOLT; SINGLE PHASE I @BALANCING COCKS L. - 920P4202 DOMESTIC HOT WATER HEAT EXCHANGER PUMP BELL & GOSSET PD-37T LEAD FREE BRONZE INLINE CENTRIFUGAL PUMP; 80-GPM AT 20-FEET OF HEAD; 3/4-HP; 480 VOLT; THREE PHASE --- HWR ._ ------ - - - . �. - CW SUPPLY. SEE FLOOR 1 HWR 1 920P4203 , DOMESTIC HOT WATER RECIRCULATION PUMP BELL & GOSSET NBF-9U/LW LEAD FREE BRONZE INLINE CENTRIFUGAL PUMP; 1-GPM AT 2-FEET OF HEAD; 41-WATT; 120 PLAN FOR SIZE. % VOLT; SINGLE PHASE • on 1 I THERMOMETER, TYP. �_ 920T4201 DOMESTIC HOT WATER TANK LOCHINVAR I RJA200 '200-GALLON VERTICAL ROUND JACKETED GLASS LINED TANK. (SET WH TO 140 DEG. F) — .__.. ----.----__ _-- - • Ii 920T4202 EXPANSION TANK WESSELS TXA-50 ASME RATED REPLACEABLE BLADDER EXPANSION TANK, POTABLE WATER, 140 DEGREE F, A 1 1 o_______ HW MIN. 13 GALLON TANK WITH MIN. 5 GALLON MAX. ACCEPTANCE AT 40 PSIG. MAXIMUM 42 920P4201 fT + -- 9204X4201 —.__. WORKING PRESSURE 100 PSIG. BALL VALVE, TYP. ' '© I 920T4203 EXPANSION TANK WESSELS T-5 FIXED DIAPHRAGM EXPANSION TANK. POTABLE WATER, 140 DEGREE F, MIN. 2.0 GALLON / ,�o� a 4 �� 2" TANK WITH MIN. 1 .0 GALLON MAX. ACCEPTANCE AT 40 PSIG. MAXIMUM WORKING �/ EXPANSION TANK HOT �__ PRESSURE 100 PSIG. /� I PRESSURE AND TEMPERATURE WATER 920WHTR01 ELECTRIC WATER HEATER RHEEM ELD52 50 GALLON CAPACITY, 4500 WATTS, 277 VOLTS, SINGLE PHASE, 18 GPH RECOVERY AT 100 CODE RELIEF VALVE. STORAGE + DEGREE TEMPERATURE RISE. MEETS ENERGY FACTOR REQUIREMENTS FOR LOCAL _ LL _ - -.4O1 TANK 10 CODES. SEISMIC STRAP AS REQUIRED. SEE — — SEISMIC STRAP NOTE. -- 7. : ,1HO' 4 ': TE ,C__,, ILTIf-----7".' PLUMBING CONNECTION SCHEDULE PIPE RELIEF VALVE FULL SIZE TO OVER -.. `� 920P4202 MARK NEAREST AVAILABLE FLOOR DRAIN. E t__, � SUPPORT PIPE INDEPENDENTLY OF RELIEF —F • HOSE BIBB DRAIN CONNECTION. NUMBER FIXTURE WASTE VENT CW HW REMARKS VALVE. ! AW1 AUTOMATIC CLOTHES 2" 1 1/2" 1/2" 1/2" WASHING MACHINE SUPPLY AND DRAIN: GUY GREY MODEL NO. BB-200TS. - - --_- FLOOR PROVIDE APPROVED WATERTIGHT 'WASHER I CONNECTION DRAIN PAN. ROUTE DRAIN PIPE TO WHEN MULTIPLE HW CIRCULATION 1 LOOPS ARE REQUIRED OVER NEAREST AVAILABLE FLOOR DF1 DRINKING FOUNTAIN 1 1/2" 1 1/2" I 112" 0" ; BARRIER FREE; DUAL HEIGHT: WALL MOUNTED; STAINLESS STEEL WITH SATIN FINISH AND 120VOLT SINGLE PHASE DRAIN. POWER AT 2.8FLA ; HALSEY TAYLOR MODEL #OVL-IISER-GRN-VR. PROVIDE MOUNTING SYSTEM ELKAY #MLP200 (BACK Q SUPPORT EXPANSION TANK AND CIRC PUMP I PLATE AND SUPPORTS). MOUNT AT HEIGHT TO COMPLY WITH ADA. FROM WALL NEAR WATER HEATER. -- ---_ SUPPORT INDEPENDENTLY OF PIPING. D11 ' DEIONIZED WATER 0" 0" 3/4" 0" TDECK MOUNT, POLYVINYL CHLORIDE (PVC), RIGID GOOSENECK SPOUT, NEEDLE POINT VALVE, CHICAGO #869-BPVC. ' FAUCET COORDINATE INSTALLATION WITH CABINETRY. FD1 FLOOR DRAIN 3" 1 1/2" - JR SMITH #2005 SERIES WITH TRAP PRIMER CONNECTION; ROUND STRAINER WITH MAXIMUM 3/8-INCH SQUARE SEISMIC STRAP NOTE OPENINGS. PROVIDE APPROPRIATE STRAINER HEAD TO INCORPORATE WITH FLOOR FINISH. SEE ARCHITECTURAL. GALVANIZED SHEET METAL SEISMIC STRAP. I SEE DETAIL 21P501. SECURE STRAP TO STRUCTURE AS REQUIRED. HB1 HOSE BIBB 0" 0" 3/4" , 0" ANTI-SIPHON; AUTOMATIC DRAINING; NON-FREEZE WALL HYDRANT; LOOSE KEY: INTEGRAL VACUUM BREAKER; LOCATE STRAPS AT UPPER 1/3 OF EQUIPMENT WOODFORD MODEL#67 SERIES. VERTICAL DIMENSION AND LOWER 113 OF -- — -- EQUIPMENT VERTICAL DIMENSION. LOWER L1 LAVATORY 1 1/2" 1 1/2" 1/2" 1/2" 1UNDERCOUNTER MOUNT; VITREOUS CHINA; AMERICAN STANDARD OVALYN #0495.300. 120V HARDWIRED FAUCET: STRAP TO MAINTAIN A MINIMUM CLEARANCE CHICAGO #EQ-A11A-51ABCP. PROVIDE MIXING VALVE INSTALLED UNDER COUNTER BEHIND VANDAL RESISTANT OF 4 INCHES ABOVE EQUIPMENT CONTROLS. _ j ACCESS DOOR; LEONARD #170-LF. PROVIDE GRID STRAINER.MS1 MOP SINK 3" 1 112" 3/4" 3/4" FIBERGLASS MOP SINK; MUSTEE #63M WITH STRAINER. CHICAGO # 897-CP FAUCET WITH VACUUM BREAKER; WALL 1 BRACE; PAIL HOOK AND 3/4" HOSE THREAD OUTLET. (7 '\ DOMESTIC HOT WATER HEAT EXCHANGER AND STORAGE TANK DETAIL OD1 ROOF DRAIN 1 - JR SMITH #1010. 4-INCH - - o ) SCALE: N.T.S. RDI OVERFLOW DRAIN JR SMITH # 1070, 4-INCH S1 SINK 2" 1 112" 112'" ' 1/2" COUNTER MOUNT; SINGLE COMPARTMENT: SS 18GAUGE: ELKAY#LR1918. FAUCET: CHICAGO #2300-8ABCP WITH SWING SPOUT AND ADJUSTABLE HOT LIMIT SAFETY STOP. PROVIDE ELKAY #LK18B GRID STRAINER. ` EXTERIOR WALL .---- S2 UTILITY SINK 2 1 112 112 112 COUNTER MOUNT SINGLE COMPARTMENT UTILITY SINK; ONE-PIECE MOLDED STRUCTURAL THERMOPLASTIC; DRAIN \\.\\\\ DOWNSPOUT NOT BY DIV. ASSEMBLY WITH STOPPER; 17 GALLON CAPACITY; 4 INCH FAUCET CENTERS: MUSTEE #10 OR APPROVED. FAUCET: / 21. SEE ARCHITECTURAL. .CHICAGO #526-ABCP. PROVIDE GRID STRAINER AND LEONARD #170-LF MIXING VALVE. SEE DETAIL 6/P501. \ S3 SERVICE SINK 4" 2" 3/4" 3/4" FLOOR MOUNT, DOUBLE COMPARTMENT WITHOUT DRAIN BOARDS, SS 16 GAUGE, ELKAY #RNSF8236. ELKAY #LK18B . /-----4=> r- GROUT GRID STRAINER: FAUCET: CHICAGO #629-S6ABCP REMOTE SWING SPOUT, CHICAGO #625-ABRCF FOOT PEDAL, i / CLEANOUT WITH 5 PROVIDE WITH VACUUM BREAKER. BOOTVVASH HOSE: CHICAGO 910-G777-19KCP WITH 48-INCH HOSE, PEDAL P501-.' I OPERATED WITH VACUUM BREAKER CHICAGO #892-GABCP. INSTALL BOOTASH PEDAL OPERATOR ON BUILDING / COVER FLUSH AT\ 7 WALL, COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. PROVIDE MIXING VALVE ON WARM SIDE 1-114"X3116" STAINLESS GRADE. OF BUILDING INSULATION AND PROVIDE WALL ACCESS PANEL TO SERVE FAUCET, LEONARD #170-LF MIXING VALVE. \ \ / TO STEEL SLTRAP. ANCHOR I SEE DETAIL 6/P501. INSTALL VACUUM BREAKERS ON THE WARM SIDE OF THE BUILDING INSULATION. PROVIDE HEAT TRACING AND INSULATION WITH EITHER STAINLESS STEEL OR ALUMINUM JACKET FOR WATER AND DRAIN PIPING EXPOSED TO OUTDOOR CONDITIONS. PROVIDE ADDITIONAL INSULATION ABOVE SPECIFICATIONS AND CODE MINIMUM VALUES AS REQUIRED TO MAINTAIN 40 DEGREE F PIPE AT 0 DEGREE F AMBIENT PER HEAT TRACE CABLE �;—J t CAST IRON CI MANUFACTURER'S WRITTEN RECOMMENDATIONS. —.. J PIPE SIZE Q SHI SHOWER 0" 0" 1/2" 1/2" COMBINATION THERMOSTATIC PRESSURE BALANCING TYPE SHOWER VALVE; ASSE 1016 TIP; POWERS E710 VALVE INDICATED ON cC CC WITH TEMPERATURE LIMIT STOP; CHROME PLATED BRASS SHOWERHEAD AND INLINE VACUUM BREAKER. PLUMBING ON j SH2 SHOWER 0" 0" 1/2" 1/2" COMBINATION THERMOSTATIC PRESSURE BALANCING TYPE SHOWER VALVE; ASSE 1016 TIP; POWERS E710 VALVE PLUMBING Oar WITH TEMPERATURE LIMIT STOP; HAND SHOWER ASSEMBLY WITH ADJUSTABLE HEIGHT SLIDE BRACKET AND Q ,- FINISHED GRADE STAINLESS STEEL WALL BAR; FLEXIBLE METAL HOSE AND INLINE VACUUM BREAKER. c.i / 1• URI URN IAL 2" 2" 3/4" 0" FLUSH VALVE; WALL TYPE; VITREOUS CHINA; 1.0 GPF, AMERICAN STANDARD TRIMBROOK #6561.017. 120V HARDWIRED \\ 1 T-j % INFRARED FLUSH VALVE WITH MECHANICAL OVERRIDE: SLOAN ROYAL OPTIMA MODEL #186-1.0 ES-S TMO. SUPPORT: II JR SMITH #0637. PROVIDE STRAINER. MOUNTED AT A HEIGHT TO COMPLY WITH ADA- CONNECT TO NON-POTABLE , I NO-HUB WATER SYSTEM. \\V D 1 I 1 l 1 I I II - y COUPLING. TYP. UR2 URNIAL 2" 2" 3/4" 0" ,SAME AS UR1 EXCEPT MOUNTED AT A HEIGHT TO COMPLY WITH ADA. t r _ _._ SEE SPECS. WC1 WATER CLOSET 4" 2" 1" 0" FLUSH VALVE; WALL MOUNT; VITREOUS CHINA; AMERICAN STANDARD AFWALL MILLENNIUM #2257.101; 1 28 GPF: \�` r ~ -- I IELONGATED BOWL SEAT: CHURCH MODEL #295SSCT SEAT WITH SELF-SUSTAINING CHECK HINGES_ 120V HARDWIRED I1 1 1 11 11 1 1 1 'INFRARED FLUSH VALVE WITH MECHANICAL OVERRIDE: SLOAN ROYAL OPTIMA MODEL #111-1.28 ES-S TMO. MOUNTED to AT A HEIGHT TO COMPLY WITH ADA. MOUNT FLUSH VALVE HANDLE ON APPROACH SIDE OF WATER CLOSET. CONNECT \ , TO NON-POTABLE WATER SYSTEM. r WC2 WATER CLOSET 4" 2" 1" 0" SAME AS WC1 EXCEPT MOUNTED AT A HEIGHT TO COMPLY WITH ADA. MOUNT FLUSH VALVE HANDLE ON APPROACH �, = Ci PIPE SEE CIVIL SIDE OF WATER CLOSET. DRAWINGS FOR 1 - CONTINUATION, SIZE. I _ AND LOCATION. PROVIDE _ I :_ ' , 1 , TRANSITION FITTING AS REQUIRED. V If 41110 DOWNSPOUT DETAIL SCALE: 12" = 1"-0" ,-0 PRDPeN C 1 KRH DRUG MARCH 2016 I I PROJ NAME SHEET TrfLE1/.. 54 :477\ `, -�`yGNEER, _—N—_—._ SHEET: 166 OF 201 DRN: MB DATE. --,,,,-Z M DURHAM O&M PLUMBING PLOT DSN: CMB DWG#' P601BUILDING SCHEDULES THIS BAR IS ONE INCH 2 11/8/2017 BID SET GON mwa architects 05!1912017 ��/T p DATE: n _—_-- .---.._._.._... ........_ _ CleanWater Y� 4r Services 70 NW COUCH STREEY _-..._......_.._---.._.__. . _.._ _ F^�6 0 ,� CHK: CMB CAD FILE*: CW$ O&M PHASE 2.rv# WHEN DRAWING IS 6/22/2017 _w_._ _ _____ ___._ REVISIONS SUITE 4o• =_NGI 7007 w.CnRa LANE SUITE GI SEERSREMODEL PLC#: N/A 1 VVV 111JJJ 1 �s'j,`'14, ti°1 - �'J 611912617 100%PERMIT SET P 503 VI am X209 ER MIG ` - FULL SCALE. — Our rrarnmitment is clear �R7�3515+ PoaTLAND OR vGN9722a , /�/ 4�� APPD: SCALE. = r ++ F So;973 sa6R PH 563.52i.72fi0, F7(503.521.7257 PHASE 2 — __� 12" 1 -0 REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro, Oregon 97123 9379 MWAARCHITECTS.COM PROD# 6687 STAMP. EXPIRES: 12/31/2017