9625 SW WASHINGTON SQUARE ROAD F
OFFICE C(),)�-
GENERAL PLUMBINC SPECIFICATION: NOTES:
1. ALL WORK UNDER THIS HEADING SHALL BE PERFORMED AND ALL MATERIALS AND CONTRACTOR TO INSPECT SITE PRIOR TO PROVIDING BID
EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE NTH ALL RATINGS, CODES AND EXISTING WATER AND SANITARY SEWER PIPING UNDER
STANDARDS OR OTHER AUTHORITIES HAVING JURISDICTION. SLAB, WITHIN WALLS AIND ABOVE CEILING AS SHOWN I'
2 ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED FOR Wi UNDER THIS SCHEMATIC AND REF,.ECT.i POSSIFAI LAi
HEADING SHALL BE SECURED, PERFORMED AND PAID FOR BY THIS SUBCONTRACTOR AS CONTRACTOR SHALL RE-YSE CxIStSG SYS'IEN IF SIZE,
A PART OF HIS CONTRACT, CONDITION AND DIRECTiOC OF FLCW IS ACCEPTABLE, ALL
PLUMBING NOT RE-USED SHALT_ BE REMOVED AND
J ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND , JLLY :QUAL TO THE CAPPED WITH APPROVED MATERIALS. CONTRACTOR
PLUMBING NUTS: QUALITY SPECIFIED. WORK SHALL BE PERFORMED BY SKILLED MEC!--ANICS AND SHALL CLEAN ALL FLOOR At SINK DRAINS TO ENSURE
PLUMBING SYSTEM, INCLUDING WORKMANSHIP SHALL BE FIRST CIA',S IN EVERY RFSPECT. CONTFACTOR SHALL HAVE THAT THERE ARE NO BLOCKAGES AND PATCH ANY
5UPP1Y, WASTE, AND GREASE LINES, A COMPETENT SUPERINTENDENT (011) IS E.XPERIEN„ED IN THE WOE{ BEING INSTALLED DAMAGED AREAS OF FLOOR TO MATCH EXIST.
PtUMBING FIXTURES EXISTING TO XTURESS AAS SHOWN.REREFI CE.
PLUNDER THIS CONTRACT) IN CHARGE OF WORK AT ALL TIMES DURIh ; CONSTRUCTION
REWORK EXISTING LINES AS 4 ALL PIPING SHALL HAVE THE MANUFACTURER'S NAME ROLLED INTO EACH LENGTH, OR CONTRACTOR SHALL CLEAN EXIST GREASE TRAP PER
MANUF. RECOMMENDATIONS AND REPLACE SEALS AND
kFQLIIRFD SHALL OT11ERMSE BE PROMINENTLY DENTIFIED, AFTER CUTTING, A-L PIPE SHALL BE GASKETS AS REQUIRED.
REAMED FULL BORE, AND ALL CUT7`,GS, AND FOREIGN MATERIALS SHALL BE REMOVED
BEFORE INSTALLATION CONTRACTOR SHALL CO-ORDINATE WATER do WASTE PLAN
5 ALL UNDERGROUND SANITARY AND V N! PIPING SHALL BE SERVICE WEIGHT CAST IRON, WITH PLUMBING ROUGH-IN PLAN ON SHEET #K-1.
LITH FITTINGS OF THE SAME WEIGHT AS PIPE, ALL ABOVE GROUN= SANITARY PIPING THE DOMESTIC WATER PIPING SYSTEM SHALL BE FLUSHED
SHALL BE SERVICE WEIGHT CAST IRO'. ALSO WITH FITTING OF THE SAME WEIGHT AS WITH CLEAN POTABLE WATER UNTIL CONTAMINATED
THE PIPE. ROUTING OF ALL PLUMBIC, NES TO BE TYPICALLY PA=ALLEL, BUT NOT
INTERFERE, TO DIE MALL STRUCTURE WATER DOES NOT APPEAR AT THE OUTLET AND SHALL
BE FILLED WITH A SOLUTION CONTAINING 50 PPM OR
6. ALL DOMESTIC WATER PIPE SHALL 8 '/PE 'L' HARD DRAWN COP=ER TUBE IN CHLORINE AND ALLOWED TO STAND AS REQUIRED BY
CONFORMANCE NTH ASPM 888-48. , TTINGS SHALL BE WROUGHT COPPER AND CODE BEFORE FLUSHING. THE SYSTEM SHALL BE
BRONZE SOLDER JOINTS, SUITABLE FSR 200 PSI CONNECTIONS T- DISSIMILAR FLUSHED COMPLETELY WITH CLEAR WATER UNTIL ALL
MATERIALS SHALL BE MADE WITH [III _ECTRIC UNIONS RESIDUAL CHLORINE CONTENT IS REMOVED.
CHLORINATION SHALL BE PERFORMED AFTER ALL PIPIN!.
I INSULATE ALL DOMESTIC WATER LINF 5 WiTH MINIMUM i12- FIBERGLASS INSULATION WITH AND FINAL COQ. ECTIONS AND PRESSURE TESTING HAVI
AN ALL SERVICE VAPOR BARRIER JA"KET WITH SEALED JOINTS. INULATION AND BEEN COMPLETE)
JACKET SHALL HAVE A FLAME SPR AD RATING OF NOT OVER 25 W/O EVIDENCE OF
CONTINUED PROGRESSIVE COMBUSTiO . AND A SMOKE DEVELOPED =ATING OF NOT
MORE THAN 50.
8 ALL FIXTURES SHALL HAVE INDIVIDU', FIXTURE CONTROL VALVES WHICH SHALL BE
CRANE, WATTS, NIBCO OR APPROVEI EQUAL. WAIVES OF EACH TY--E, SUCH AS GATE I
OR GLOBE, SHALL BE THE PRODUCT OF ONE MANUFACTURER. VA-VES SHALL BEAR
THE NAME OR TRADEMARK OF THE IAANUFACTURER AND THE WOR` NG PRESSURE CAST
OR STAMPED ON THE VALVE BODY. '.IN 125 PSI, ALL VALVES SHA-L BE ACCESSIBLE
FOR EASE OF OPERATION.
4 PROVIDE DIELECTRIC FITTINGS BETWF.V PIPING OF DISSIMILAR Ii AND AT WATER
HEATER CCNvNECTiONS.
\\ 10 BACK FLOW PREVENTION DEVICES SF aLL BE PROVIDED AT ALL COe,NECTIONS TO
POTABLE WATER SUPPLY WHERE BAI (--SIPHON AGE IS POSSIBLE
t 11 PROVIDE 1/2' THICK FLEXIBLE UNICE .ULAR FIRE RETARDANT INSL-ATiON ON EXPOSED
LAVATORY TRAP AND EXPOSED HOT AND COLD WATER SUPPLY AN ANY
MISCELLANEOUS PIPING SUCH AS CC'.DENSATE PIPING. ALL JOINT: SHALL BE
INSULATED AND SEALED WITH VAPOF BARRIER CEMENT.
1 12, NO PIPE HANGERS WILL BE SUPPOR t.D FROM THE METAL ROOF D=:K. WHERE PIPING IS
EXISTINC SUSPENDED FROM STEEL JOISTS, TH. CONNECTiCN SHALL BE MADE AT THE TOP CHORD
B 3- WATER OF JOIST, PIPE SUPPORT'S SHALL 8: SPACED NO MORE THAN 10 -EET APART.
METER
13 HANGERS SHALL NOT PIERCE PIPING NSULATiON VAPOR HARRIER.
I LOCATION
0 21
X%'1'2
14 ALL HANGERS, RODS, SEAM CLAMPS ETC, EXPOSED TO PUBLIC V!_W SHALL BE
a-- PAINTED TO MATCH ADJACENT FINISI -S AND BE MANUFACTURED E' F&M, GRINNEL, OR
------ — -- -- )L iCENTRAL FOUNDRY. Ll
15 PROVIDE STEEL SLEEVES WHEN PASS NG THROUGH CONCRETE SLAES OR WALL
SECTIONS.
26
16. PROVIDE CAST BRASS OR CHROME E`-CUTCHEONS WIIH SET SCREW DEEP TYPE, TO
COVER SLEEVES OR OF A SIZE TO CC,4R FITTING PROJECTIONS, P=JViDE ESCUTCHEONS
4' p — 3' D FOR ALL EXPOSED PIP!NG THROUGH kALLS, FLOORS, AND EXPOSEC CEILINGS.
l 4 L�—�J (RELOCATED) 0 17, CORE DRILL, ALL SLAB PENETRATION`. AND ENSURE THAT THEY AR= PROPERLY SEALED
jAND REMAIN WATERTIGHT AND F1REPF)OF. ALL PENETRATIONS THF :UGH FLOOR SLAB a SIB 2 SHALL. BE IN ACCORDANCE WITH THE L.ANDLORD'S STANDARD PFi DETAILS.
~ --'.30 ` 18. TiE-IN PLUMBING DRAIN LINES TO EY--T SANITARY WASTE PROW-_D BY LANDLORD.
F1
-r CONTRACTOR TO VERIFY EXACT LUC< ON IN FIELD.
10:1
19. TiE-IN VENT LINES WITHIN CEILING Sr ACE AND CONNECT TO EXIST,,G VENT RISER OR
L ��Q I TO LANDLORD'S VENT TAP WHERE PR'V,DED ---- - — -
20 CONNECT WATER SUPPLY TO LANDL(' •S VALVED SUPPLY LINE. C-14Date issue By
TRACTOR TO
I i
VERIFY EXACT LO::ATION IN FIELD. 1 OCT.11, 2005 PE6LDITNARY DRAWTNG FOR I TT
3' D ° 21. CONTRACTOR SHAL'. PROVIDE A 8' r' VC PIPE CHASE UNDER SLA= W/SWEEPING LANDLORD'S APPROVAL
(RELOCATED) BENDS AT EACH EN) At TERMINATIN( r 17' A F.F. FROM SYRUP L NES. LOCATION IS
�� SHOWN BY DOTTED l INES ON PLUME? WASTE DIAGRAM p NOV.04, 2006 LANDLORD SUBMITTAL RHL
3- L- I 22' INSTALL. BACK FLOW FREVENTOR AT E MACHINE, STEAM TABLE, 5 ODA RACK, HOODS
42 & ALL PLACES WHERE BACK-SIPHOf'I X IS POSSIBLE, PER CODE =EQUIREMENTS. —J SUBUTTTAL FOR LANDLORD
r t
9 NOV. 2006
FINAL APPROVAL i RHL
PLUMBING
'�--- '-'� 4 DEC 08, 2005 FOR TENDER--------_____.�_---- TT
f L_ U M_ B I N G EQUIPMENT S �� H E I U L-E _--�-----------
-- - -4- - - - MARK DESCRIPTION/ SUPPLY WASTE NT MANUFACTURER
NOTES
_ - _ ACCESSORIES PIPING PIPING MODEL _
- CONNECT To raS71ING PLUMBING - EXTEND Pi USING AS REQUIRED.
L—_ 8A 9 HOT FOOD UNIT 1/2- HW VALVED 2 CAP SEE EQUIP. SCHED. INSULATED. VALVED INDIRECT TO FLOOR SINK
j OSI WATER WASH 1/2- HW 1• OAP SEE EQUIP. SCHED. 1 EXISTING HOODS TO REMAIN.
A/1 H000 INDIRECT INDIRECT TO FI OOR DRAIN
BEVERAGEI NEW EOUPW,T REPLACING EXISTING EQUIPMEh'. EXT04D PLUMBING
9 DISPENSER 3/4- AIR SEE EQUIP. SCHED. AS REQUIRED.
GAP I 3/4' DRAIN /COxNDETNSATE INDIRECT TO FLOOR SINK
ICE MACHINE 1/2- CW 1- AIR + NEW EQUIPM04T REPLACING EXISTING EQUIPMEN_. EXTEND PLUMBING
INDIRECT GAP SEE EQUIP SCHED. I AS REOOIREO. MANIFOLD DRAIN LINES FROM CL9ER, ICE BIN At
1 II COMPRESSOR )FLOOR SINK PLUMBING PL_AN EXIST. NEW EQUIPW RFPLACING EXISTING EQUIP11 i�'. 1
_ — --__T__—�_ _ 21 MOP BASIN 1/2- CW 3- I 2' FIAT 2424 OR EQUAL MIXING FAUN' BUCKET HOOK, VACUUM BREA.■ER AND SIOPS,
�- — 1/2- HW EXIST. KOHLER K-84 kA I date rewENon D
SCALE: 1/4' ., 1'-0' i - EXIST. - -
® A.O. SMITH MODEL I NEW EQIAPME. REPLACING EXISTING EOXAPMEN-.
WATER HEATER 1 1/4- CW DE150, 5,000 W RAINS 3/4' 1 D. DFROM T&P VALVE AND FROM '&RAIN PAN TO FLOOR Project
M
3/4' UPPER/ 5,000W DRAIN UNIT T BE SUPPLIED W/MIXING VALVE
1 1/4' HW INDIRECT 20 LOWER, 41 GPHI 0100' t—
CIU T RISE, 50 GAL.
CAPACITY
1/2- CW 1-1 w . NEW EtILT11110NT REPLACING EMSTiNG EQUIPMET.'.
J- COMP. SINK 1 j2- HW 2 SEE EQUIP. SCHED. INDIRECTI"DfLooR SINK WASHINGTON SQUARE MALL
EXIST. EXIST. S PAC E# FC-01
eDlj VEGETABLE SINK 1/2' CW 2- AIR SEE EQUIP. SCHED. NEW EQUIFM iT REPLACING EXISf1NG EQUIPMEN'. EXTEND PLUMBING 9585 SW WASHINGTON SQUARE RI).
v j 1/2_ HW EXIST. GAP AS REOUI� (10R SINK PORTI.ANi), OREGON 97223
_ DUST.
26 WALL-MTD. HAND 1/Y HW 1-1/2- 2- NEW FQLIPMEhT REPLACING EXISTING EQUIPMEh" ari7ca - -- �p - T°lal Area
SINKS - SEE EQUIP. SCHED.
1/2 CW IDP_Square feet 968 Square Feat 660 Square Feet
AS SHM AS SHOWN AS SHO
30 STORAGE NEW EQUN MEiIT REPLACING EXISTING EQUIPMENT. EXTEND PLUMBING
BULK SOFT DRINK i/2- CW SEE EQUIP SCHED. AS REQUIRED. c/W VALVE O 5'-0' A F f: 0 � o
i
S.S. CABINET 1/2- HW NEWXISTiNG EIPM 'h'. es n
WITH DROP-IN 2- SEE EQUIP SCHED. EQIIPMEIIT REPLAt�NG E OU E _
"✓✓ HAND SINK 1/2 CW
7850 13IRCHMOUNT ROAD,
MARKIiAM, ONTARIO
CANADA LIR OTO
TEC.: 905/474-0710
FAX: 005/474-0421
_ JOSAM 30000-E3 SERIES
B FLOOR DRAIN 3' 2 OR APPROVED EQUAL EXISTING Ii DRAINS Tr)RE1iAJN, UNLESS RE Jt1IRFb FOR TENANT F.YAIL: ajdesigu9sarkujapon.cnm
BOTTOM OUTLET W/ROUND ( IMPROVEMENT
SATiN NIKALOY STRAINER
W/INTEGRAL OVAL FUNNEL. i j Drawn by Project Number Date
TERRI TS01 598 OCT. 4, 2005
Checked by Plot Scale ,vale -
1 ITiM PETTiFER 1/4 1/4"
ZURN 1001-2
3 Z 2- X 12" X18
1/2' ENAMFLE CONTRACTOR TO RENAGE AND RELOCATE Fl-O i SINKS AS Drawing Tltle DrawlaE Number
FLOOR SINKS - - AST IRON BO01', NECESSARY FOR TENANT IMPROVf]"T. C M4NATE WITH SARKU
DI ALUMINUM DOI�MIE STRAINER 'A'µ CCWSTRUCiM MANAGER IF REQUIRED '0 REPLACE FLUOR 1 �1
AND 1/2 GRATES. SINK, INSTALL - ABOVE FINISH FLOOR PLUMBING f � � e
INSTAU. 1' AFF. PINS AND
'I •�
LI
NTITFS
Pi
,00 LEGIBILITY STRIP err,
_01 14
5
_ JJ t.
- _. ,:. � e _ 4+�� I _ ..,. _ 1 '�S I ,��•I�I I,I.I,i.I.1.1:1.1 i I 1 1 ; 1 I OF
2
{7
.......... ......
GAS COCK--- --GROUND JOIN T LAION
FIASNNG AND ROOF CUTS
GAS UNE ON ROOF ff( LANDt
OR ODS
ROOFING
GAS UNE SUPPORT \
i
EXISTING ROOFING 4' DO T LEG
I I
EXISTING INSULATION I �
EXISTING METALlosom ROOT
3's3'x1/4' ANP.E
ANGLE IRON COP® EACH ---�
END TO FIT OVER JOIST
CLAMP OR WELD ANGLE ANCHOR PIPE I0 ANGLE
TO JOIST -''/ I WITH SIANDARI U-BOLT.
EXISTING JOIST
DOUBLE NUTTED---
STEEL
UTTED---STEEL WASHER GAS F'IPE MIN. 1-1/4
J/e' THREADED ROO, il:
DIRT LEG MIN. e' AT FACtHCLEMS HANGERS ChANGE OF ELEVATION.
FOR PIPES 1-1/4' Ok PUCE HANGERS e'-0'FOR PIPES 1-1/2' OR PUCE HANGERS 10'-0
GAS UNE r All GAS PIPING N TENANT
SPACE MUST HE EXPOSED.
GAS PIPING THROUGH ROOF DETAIL
1 SI;ALE NUNS
-- I
THERMOMETER 8' 'MPALBESTOS' NPI A� IP HA'
TYPE B RJA MAXIMUM PIPE/1U81NG SUPPO:;' SPACING, FEET
' EXPANSION TANK STRAIGHT LIP lift
_--
NOM. THRU 1 1 1 '4 1 11/2 2 2'/2 3 4
ARMSTRONG AS7-2 ROOF w/ CURH ANJ FLASHNG I I FOR WALL CONST. SIZE
PIDRAIN LINE I I
TAP Rf116 VAI A d FT 7 7 9 10 I ' 1 12 14
1/�' HW SUPPLY AT WATER HEALER 4 I SEE ARCH DWGS—
— --140` - 00 RUN RE11EF vAi VE PW 8 7 `8 x 3 5 I MAY EXTEND PLUG
PIPE 7
/ /8 x 3 3/4 HIGH _ AS WASTE 8 12
1/2' CIM SUPPLY I TO FLOOR DRAIN FJNNEL. IF SPECIFIED. � d OR VENT TUBING 5 FT 6 ? 8 9 10
:: \ COUNII ASUNK SCREW
FLOOR GRATE
® -
� —
GATE vAlvf (Typ) I CLEANOUT NOTE: FOR 1RAPEZE HANGER TAKE SPACING SMALLEST SIZE ON T .APEZE.
_ Dote Issue
MOUNT FLUSH �7 --T TEE
WII _
TH FZPOLISHED S.S.
OOR ' -- / AIR N:AP = 2 x "d" I I ACCESS COVER 1 JOCT.11, 2006 PRELIMINARY DRAWING FOR 'rT
DRAIN VALVE NTH - - ---
FLUSH / WALL
HANGER ROD, T7! - 2 DIA. HAI•�,,ER RODS LANDLORD'S APPROVAL
1' GAS ` HOSE THREAD", o�°o o �o N TO STRUCTURE A WITH 36` MAX SPACING - -- —�
------- M
PIPING ; C V 'I 0 — - i ON EACH CHA V MUMAL H NOV.04, 2005 LANDLORD MAL RHI
RAIN PAN o 4 ADD SEISMIC BRAC W�
L-- 3/4' LD TO FIOOR F ° UFT OU1 ALUMINUM CLEANOUT SHALL AS REQUIRED —
DRAIN P SEDIMEN I BUCKET. BE SAME DIA. AS WASTE LINE UI
�� LENGTH TO SUIT
MA!N (4 DIA.
AX. 1/8 BEND Al iL
° o v END OF UNE All-
IM
���i 1/2" ' 2 GAGE
G_l�s INATTiR MEAT�R �Fc� •� .•4 .. CLEANOUT � / -.
WATER HEATER TO BE RNEEM �e0-SOC OR EW AL - - - � CHANNEL OR 2"x2"x'
50 GALLON CAPACITY, 60� 000 BTUH I I " MAXI ANGLE
59-5/e• HIGH 22-7/1e DIA 100 LBS APPROx EXISTING FLOOR) t
PROVIDE EXPANSION TANK `�
SLAB HUT. OUTLET �L ,�J AMAIN w!►STE LINE
INSTAL: 3/4' I.D. DRAIN FROM TekP VALVE AND FROM
-% SIDE VIEW
DRAIN PAN TO MOP BASIN BELOW
AD J TABLE CLEVIS HANGER
TYPE 1 INSPECIFICAT1 fmA zr_h�kJSER FOR UP
TO 1 QQ LB•UNIFORM LOAD
�* WATER HEATER PIPE DETAIL �------- ---
FLOOR SINK DETAIL WALL CLEAN OUT DETAIL PIPE HANGING DETAIL
� ------.----.----.---
SCALE. NONE. 4
SCALE NONE SCALE- NONE SCALE. NONE ----
' - - --
data revision b ''
4.
Project
20 G
PI A
MADE
PIPE STRAP. C94q
`1j1j
FIN. FLOOR::��S COVER 1' OVER LAP WASHINGTON SQUARE MALL
FLUSH w/ FIN.FL. SPACE# FC-01
- — � 0 33''T0CET— "� 9585 SW WASHINGTON SQUARE. RIS
• e• LONG PVC ----___ PORTLAND, OREGON 97223
SLEEVE •
GAS lN4E • - �r�fce rep I' Total Area
f i MIN. SIZE: 1-1/4' ROY Square feet Sia Square Poet 1 860 Square Poe
. ADJUSTING COLLA 111 JJ
EXISTING F I.00R H ANE ROOFING
SLAB RISER PAD
0
CLEANOUT PLUG � Des�gn � 0
za
AND BODY. SEE SPECS. � 1�8 BEND FULL
SIZE, 4' MAX. RooF1NG C11"T
20 GA GAL v -
O P R('HMr11 tiT f?nnn.
WfET METAL MARKHAM, ONTARIO
PLUG IF END OF LINE COATSOF 4uST CANADA L3R NB9
RESISTANT PAINT. TEL: 905/474-0710
FAX: 905/474-0421
FLOW � --- __ � NOTES:
tYAIL: rjderign$•orhujapon tom
I SUPPORTS REOtARID 10'-0' O.C. AND AT ALL
--T-- - T-. __
-" RANGES N DMtEC110N. Drawn by Project Number I Date
2 Nt]tEA� IIE]GiHT AS REGIAIED FOR RIRUTI4G --- � NOT MOUNT IN PITCH TF:RRI T501 � 59A � OCT. 4, 2006
ABOVE ROC%- MOUNTED ACCESSORIES 4N01 AS PANS
[WAN" JON T'S
Checked by Plot Scale Scale
a ROOF �� res F'w'M+G w �� IM PF.TTIF ER 1/4 AS C11nW'v
91A11 BE IISTALLEI� 011 FREE-FLOATING
L -- - -- --- -—11O -----
PRET ABRICA TED 9UF'PORTS (Moo OR
LANDLORD APPROVED EQUAL) Drowtng Title Drawing Number
PLUMBING
FLOOR nRAIN GAS PIPING SUPPORT DETAIL. -2 SCALE NONE i 7 ,,� DETAILS
SCALE
�O�} LEGIBILITY STRIP 1T
9 20 21 22 23 24 25 2G 27 2e 29 3C
.r�
•
w
.: .. ... , .. . . ..., _-, .. ..,.':6. .. .. : ., ,:.... ,_., - ....,. MII �� �b�,PNP'K - 94A!.�•Yl.trnw��s �•u.,. , �� ,. -
- q,a., .,,,•�.,w�.: ' _.._. ,,.._: ., . ,.. .. .. _ ... ,. . � +�MMV��*wi��Y�^* ,,.,y,N, ,� 'i1wyN *n. �. I - ,n�„ •:..i -. ,
-