Loading...
Plans PLM2021 -00188 STUDIO PLUMBING LEGEND PLUMBING FIXTURE SCHEDULE KITCHEN FIXTURE SCHEDULE DESIGNATION MODEL NUMBER MFR. COLD HOT W W WASTE REMARKS COLD HOT VENT - l COLD WATER NATER CLOSET - SIZE DESIGNAnON MFR. AND MODEL NUMBER WATER D COLD WATER WASTE SIZE REMARKS RECEIVEL 8 HIGH BOWL CSEAT AND CAP BOLTS. 1.28 GAL WATER P-1 -3619 OHLER _ 4" 2" ER FLUSH INSTALL HATH ANGLE STOP. PROVIDE d FILTERED WATER DDA COMPLIANT ELONGATED WHITE" COLOR SELECTION FOR CHINA. MAY 4 2021 ELTA FAUCET 501 LF-HGMHDF SINGLE LEVER WITH CITY OF TIGARG �- - - HOT WATER 5 GPM VANDAL RESISTANT AERATOR, GRID ESPRESSO MACHINE 4 " CONTRACTOR TO PROVIDE �" FW UNE WITH BRAIDED FLEX HOSE AND BUILDING DIVISI01- VATORY SINK TRAINER TAILPIANDAEE, OFFSET WHEELCHAIR TRAP EQ-1 3 MACHINE GROUP) - ( )Xt - (3)�i - ALL VALVE SHUT-OFF. PROVIDE J" INDIRECT WASTE UNE TO FLOOR SANITARY P-2 �DA 2032 OHLER hn Y 2" 2" TRAINER KEY STOP. INSTALL HANDLE LIMIT STOP KIT Y OWNER NK BELOW. TYPICAL OF 3 MACHINES IN GROUP. R C H I T E C T U R E COMPLIANT THIN SINGLE LEVEL MIXING FAUCET TO LIMIT N C O R P O R A T E -M-M-M--2 GAS TLET HOT WATER SUPPLY TO 1107. OP SERVICE BASIN WITH 10" HIGH WALLS 3' CITY OF TIWD 2 7 5 C O U R T S T. N OP SINK + RAIN 830-AA SERVICE FAUCETS WITH VACUUM ET INTO PRE-CUT HOLE IN COUNTER. CONNECT CW BRAIDED SALEM, O R 9 7 3 0 1 - 3442 O PIPE DOWN P-3 URN 3'4 �4 3 2 TAINLESS TO FAUET AND PVC DRAIN TO WELL. PIPE DRAIN STRAIGHT Approved...................................................[�] P : 5 0 3 . 3 9 0 . 6 5 0 1996-24 RACKET. INTEGRAL STOPS AND HOSE WITH HOSE ASSEMBLY ELL FAUCET do SINK LL, Contitionally Approved..............................[ ] RACKET. EQ-4 SSEMBLY �• - - Xt" - AGC TO WA DOWN WALL, THEN FORWARD BETWEEN WHEELS OF IE www.studio3architecture.co O PIPE UP IN BRACED TO FLOOR WITH UNISTRUT AND A 1" AIR GAP OVER FLOOR For only the work as described in: OOR SINK + 2" X 12" X 6' DEEP CAST IRON BODY WITH WHITE INK PERMIT NO. f4"2o21 - Vol 98 P-4 1900 URN - - 4 2 ORCELAIN ENAMEL FLOOR DRAIN W P TRAP TO PROVIDE " See Letter to: Follow..................................[ ] ♦ /.. ,. FW LINE WITH ND Attach..................................[ ] U OOR DRAIN OCATE PRIMER SWITH SHUT-OFF TRAP A VE ANDER 0 DE FlCENAL COLD WATER CONNECTION TOpI E MACHINE. PROVIDLL VALVE SHUT-OFF E Job Address: /3764 Sw P Ac- taws ���PN��Fsf P-7 URN - - 2" 2" CE MACHINE _ _ _ V FIXTURE TRAP 2201 CCESS PANEL IN WALL. COORDINATE WITH EQ-9 Y OyK,L� (2)� 34 NDIRECT WASTE UNE TO FLOOR SINK BELOW. BACKFLOW ON FILTER BY: /va% Dete: 6 -E- 20Q1 w 14, 9 � NERAL CONTRACTOR. kSSEMBLY IF REQUIRED. NOTE: PC AND EC TO PROVIDE ADDITIONAL TLET AND WATERLINE STOP FOR FUTURE 2ND ICE MACHINE. 2 ---� CONDENSATE DRAIN LINERAIN P-8 D2 DORAUN URN COMBINATION MAIN AND OVERFLOW ROOF DRAIN �y 2& CE STORAGE BIN T p0. 2 2 VENT LINE EQ-10 Y OWNER - - - 3'i - ROVIDE �" INDIRECT WASTE UNE TO FLOOR SINK BELOW. EXPIRES: 30JUN22 EASE INTERCEPTOR GHIER G8-250 100GPM BElow-GRADE GREASE HOSE BIBB P_9 -250 CRIER - - 4 2, INTERCEPTOR A ETWEEN THE ORIGINAL SIGNEDN AD STALE ND/OR OCUMENTS PREPARED BY THE ARCHITECT HE DO THEIR CONSULTANTS,AND ANY COPY O BALL VALVE 99,000 BTU TANKLESS WATER HEATER. PROVIDE HE DOCUMENTS TRANSMITTED THE MAIL, FAX , LECTRONICALLY OR OTHERWISE,THE ORIGINA ILP RELIEF VALVE, BRASS DRAIN VALVE FOAM EQ-11 UNN WATER DISPENSER _ (4))r _ _ _ CONTRACTOR TO PROVIDE in FW WITH BALL VALVE SHUT-OFF. SUPPLIED IGr Al L GOVERN ATTR HEATER NSULATION PER ASHRAE STANDARD, GAS Y OWNER WITH ASSE 1022 INLINE CARTRIDGE BACKFLOW. 1 I CHECK VALVE P-10A UR981 INNAI 1" 1" - 3" RESSURE REGULATOR AND ANODE ROD. PROVIDE ND INSTALL INTAKE AND EXHAUST AIR FLUES IN PROJECT # 2018-104 CCORDANE MATH MANUFACTURE'S INSTALLATION DATE: 03/01/2019 REDUCED PRESSURE BACKFLOW INSTRUCTIONS. LUMBING CONTRACTOR TO PROVIDE " HW LINE WITH BALL VALVE PREVENTER11 APID RINSE STATION _ _ _ , _ HUT-OFF. PROVIDE FINAL COLD WATER CONNECTION TO RAPID RINSE P-11 ALL HYDRANT WATTS 1/2" - _ _ ON-FREEZE WALL HYDRANT, MOUNT AT 240A.F.F. EQ-12 Y OWNER �4 STATION. PROVIDE in INDIRECT WASTE UNE TO FLOOR SINK BELOW. REVISIONS GENERAL NOTES : Y-420-8 AT REAR ELEVATION. PROVIDE RPZ IF REQUIRED BY LOCAL CODE) 1. EXACT LOCATION OF PLUMBING FIXTURES SHALL BE Y OWNER EQ-19 LASS FILLER _ (4)X1' _ _ _ I" FILTER WATER SUPPLY - NO DRAIN REQUIRED DETERMINED FROM ARCHITECTURAL DRAWINGS. P-13 AND SINK ADVANCE 2• 2" PROVIDED BY DBC, INSTALLED BY GC. 2. BEFORE SUBMITTING BID, THE PLUMBING CONTRACTOR -PS-56 ABCO �r SHALL REVIEW THE ARCHITECTURAL DRAWINGS AND GENERAL NOTES: OFFICE COPY INCLUDE IN HIS BID AN AMOUNT TO FURNISH AND INSTALL 1. PLUMBING CONTRACTOR SHALL STRAP UP ALL SUPPLY LINES TIGHT TO STAINLESS TABLES WITH ZIPTIES SO THAT UNDER COUNTER EQUIPMENT CAN BE ANY FIXTURES WHICH ARE SHOWN IN ADDITION TO LUMBING CONTRACTOR TO PROVIDE in CW AND in REMOVED WITHOUT GETTING CAUGHT IN THE BRAIDED STAINLESS SUPPLY LINES. FIXTURES SHOWN ON THE PLUMBING DRAWINGS. W SUPPLY LINES WITH ANGLE VALVE SHUOFF AND 2. PLUMBING CONTRACTOR SHALL RUN DRAINS OFF OF STAINLESS TABLES AND DRINK EQUIPMENT IN SM ABS OR PVC PIPE. DRAINS ARE TO BE RUN 3. CONTRACTOR SHALL VERIFY INVERT ELEVATION OF SEWERS P-14 COMPARTMENT SINK . _ (3)2+ _ 3UPPLY STOPS TO SINK FAUCET. PLUMBING TOWARD THE CENTER OF THE FLOOR SINK BENEATH EACH TABLE. DRAINS WILL FIT BETWEEN THE WHEELS OF THE ROLLING ICE BINS. PC TO STRAP Y OWNER ONTRACTOR TO PROVIDE (3) 2" WASTE LINES DRAINS TO FLOOR WITH UNISTRUT OR SIMILAR. TO WHICH NEW WASTE LINES ARE TO BE CONNECTED rROM EACH BAY AND INDIRECT WASTE TO FLOOR BEFORE MAKING UP OR INSTALLATION OF NEW WASTE SINK BELOW. SYSTEM. Uj 4. CONTRACTOR SHALL VERIFY AND COORDINATE LOCATION OF LUMBING CONTRACTOR SHALL INSTALL WATER ALL PLUMBING LINES WITH DUCTWORK AND ELECTRICAL NATER FILTERLTER SUPPLIED BY OWNER. PROVIDE WITH BALL SERVICES. P-16 Y OWNER 1Y4" 1X; - - - SOLATION VALVE AND UNION ON BOTH ENDS OF 5. THE INSTALLATION OF ALL VALVES, UNIONS, LL CONNECTIONS. PROVIDE RPZ WITH DRAIN CUP Uj F REWIRED BY CODE. THERMOMETERS, GAUGES, OR OTHER INDICATING OR RECORDING EQUIPMENT, OR SPECIALTIES REQUIRING u FREQUENT READING, REPAIRS, ADJUSTMENT, INSPECTION, RCULATING PUMP REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY AND CP-1 03 ACO - - - 3/4' 15V, 3250 RPM, PROVIDE WITH AWASTAT ACCESSIBLY LOCATED WITH REFERENCE TO THE FINISHED 0 • um BUILDING. I HP VARIABLEO 6. WHERE POSSIBLE, THE VENTS TOGETHER SO THAT A BOOSTER PUMP 30 GPM O 35 PSI BOOST. PROVIDE ALL (V MINIMUM NUMBER TERMINATE THROUGH THE ROOF BP-1 AQUAVAIR BAQUABII AQUAVAIR 1-1/4' - - - NECESSARY VALVES AND ACCESSORIES N 7. WATER CLOSETS IN PUBLIC TOILET ROOMS SHALL CENTER 151AB25HM03 RECOMMENDED BY MANUFACTURER FOR A ON THE FINAL LAYOUT OF TOILET PARTITIONS. COMPLETE SYSTEM. � 8. ALL VENTS THROUGH ROOF SHALL BE AT LEAST 10' REMOVED FROM ALL AIR INTAKES, EVAP. COOLERS. 9. CONTRACTOR SHALL NOT CUT HOLES IN STRUCTURAL O MEMBERS WITHOUT FIRST SECURING WRITTEN APPROVAL Q • FROM ARCHITECT. 10. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT SANITARY SIZING J CONNECTION OF DISSIMILAR METALS. 11. CONTRACTOR SHALL ROUGH-IN ALL WASTE AND SUPPLIES CALCULATION O TO SPECIAL EQUIP. ACCORDING TO MANUFACTURERS SHOP DFU WATER PRESSURE CALCULATION DRAWINGS AND MAKE FINAL CONNECTIONS ALL SUPPLIES FIXTURE DESIGNATION WASTE QUANTITY TOTAL SHALL BE VALVED. 12. ASSUMED WATER PRESSURE-CONTRACTOR SHALL VERIFY WATER CLOSET P-1 4 1 4 TAT1C PRESSURE 66.OPS1 > ACTUAL WATER PRESSURES PRIOR TO CONSTRUCTION. IF PRESSURE IS LESS THAN 60 PSI, CONTRACTOR SHALL LAVATORY P-2 1 1 1 AIN RESSURE METER WATER UNE 2'0PS M CONTACT THE ENGINEER FOR PIPE SIZING EVALUATION. IF NATURAL GAS W PRESSURE EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE RESSURE DROP THRU METER 5.01PSI U SHALL BE PROVIDED. PIPING VELOCITY SHALL NOT EXCEED FLOOR DRAIN P-7 2 4 8 CALCULATION RESSURE DROP THRU FRICTION LOSS FROM `} 8 FPS AND HOT WATER VELOCITY SHALL NOT EXCEED ETER APPLIANCES TO A FLOW 5' � U 5FPS. 3 COMP SINK P-14 3 1 3 W O MBH 15.OPS1 FLOOR SINK P-4 2 6 12 TU-1 PIPE LENGTH 60 U-1 115.0 RESSURE DROP DUE TO ELEVATION TO PUMP 4.3PSI TER HEATER 398.0 RESSURE AVAILABLE O PUMP 34.5rS1 FIELD VERIFICATION NOTES : HAND SINK P-13 2 1 2 TAL BTU LOAD 513 V RESSURE AVAILABLE AFTER PUMP 69.5p5i 1. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE PRIOR TO MOP SINK P-3 3 1 3 STEM LENGTH 48 BID TO FIELD VERIFY ALL EXISTING CONDITIONS WHICH MAY RESSURE NEEDED AT FIXTURES 35.00Sl IMMNO PER 2017 OREGON PLUMBING AFFECT HIS BID. THE FOLLOWING ITEMS SHALL BE VERIFIED. 1.A. EXACT PLACEMENT SIZE CAPACITY MANUFACTURER SPECIALTYCODECODE (DFU) 33 DRESSURE DROP DUE TO ELEVATION 4.01PSI � M AND CONDITION OF ALL EXISTING PLUMBING EQUIPMENT REMAINING PRESSURE 29. SI L- WITHIN SCOPE OF WORK, WHETHER SPECIFICALLY SHOWN OR NOT. SYSTEM LENGTH 1 1•B. WASTE,NVENTT A DO WATERZE AD LOCAT1N OFAP PINGLL EXISTING WASTE, GREASE GREASE TRAP SIZING HYDROMECHANICALTABLEG E1ASE 1INTERCEPTOR WIVALENT PIPE LENGTH 187. 2. ALL REFERENCES ON THESE DRAWINGS TO EXISTING CALCULATION ALLOWABLE LOSS PER 10OFT OF PIPE: 187.50 FT F1 1 15.7 PSI EQUIPMENT, WATER IS THE RESPONSIBILITY OF THE DFU DFU'S HGI FLOW FIXTURE UNITS DOMESTIC WATER CONTRACTOR TO VERIFY ALL THESE ITEMS PRIOR TO BID AND FIXTURE DESIGNATION WASTE QUANTITY TOTAL INCLUDE IN HIS BID ANY AND ALL AMOUNTS REQUIRED TO 8 20 GPM FIXTURES QUANTITY COLD WATER HOT WATER ACCOMMODATE EXISTING CONDITIONS. 3 COMP SINK P-14 3 1 3 3. NO ALLOWANCES WILL BE MADE AFTER THE PROJECT HAS 10 25 GPM HAND SINK 1 1 1 BEEN AWARDED FOR FAILURE TO VERIFY EXISTING FLOOR SINK FS-2 2 4 8 CONDITIONS. 13 35 GPM LAVATORIES 1 1 1 4. ANY DISCREPANCIES WHICH MAY AFFECT THE CONTRACTOR FLOOR DRAIN FD-1 2 3 6 20 50 GPM WATER CLOSETS 1 2.5 0.0 BID SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND ARCHITECT FOR DIRECTION. HAND SINK P-13 2 1 2 35 75 GPM KITCHEN SINK 1 3 3 5. PLUMBING ROUTINGS BASED ON OWNER'S SCHEMATICS OF LOCATION OF EXISTING FIXTURES AND SHELL DRAWINGS. MOP SINK MS-1 3 1 3 172 100 GPM MOP SINK 1 2 2 CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ACTUAL WATER DISPENSER 4 4 0 LOCATION OF SUPPLY LINES AND MAKING APPROPRIATE 218 150 GPM SHEET: ADJUSTMENTS TO ACTUAL CONDITIONS IN THE FIELD. TOTAL (DFU) 22 4 12 0.0 6. PRIOR TO CONSTRUCTION VERIFY THE LOCATION OF THE PER 2017 OREGON PLUMBING 342 200 GPM 3 MACHINE GROUP) HVAC/WALK-IN CONDENSATE FLOOR SINK. IF SLOPE AND SPECIALTY CODE GREASE ICE MAKER 1 1.0 0.0 DISTANCE OR IF IT IS INFEASIBLE TO DISPOSE OF WALK-IN INTERCEPTOR 100 428 250 GPM RAPID RINSE 5 5.0 0.0 M Consulting Engineers COOLER CONDENSATE. USE A CONDENSATE PUMP. SIZE (GPM) 2007 S.E. Ash St. TOTAL 34.5000 7.0000Portland, OR 97214 P1 • 00 A PHN: (503) 234-0546 GPM 20 8 L� FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory Copy ghl 0 2018-19 STUDIO 3 ARCHITECTURE,INC. STUDIO A B GENERAL NOTES: SPECIFICATIONS, REFER TO PLUMBING SPECIFICATION ELSEWHERE ON DRAWINGS FOR FURTHER INFORMATION AND REQUIREMENTS FOR PLUMBING CONTRACTOR. SUSPEND ALL HORIZONTAL SERVICE PIPING SHOWN ON THIS PROJECT SUCH AS, BUT NO LIMITED TO WATER, SANITARY WASTE/VENT AND GAS FROM UNDERSIDE OF ROOF AND/OR FLOOR STRUCTURE, UNLESS OTHERWISE NOTED OR INDICATED. HOLD SUCH PIPING HIGH AS POSSIBLE. EXTEND PIPING DOWN IN WALLS, PARTITIONS AND ARCH ITECTU RE CHASES TO SERVE FIXTURES AND EQUIPMENT AS SHOWN ON PLANS. I N C O R P O R A T E D CONTRACTORS AND SUB—CONTRACTORS SHALL CAREFULLY REVIEW THE CONSTRUCTION DOCUMENTS. INFORMATION REGARDING THE COMPLETE WORK IS 2 7 5 C O U R T S L N DISPERSED THROUGHOUT THE DOCUMENT SET AND CANNOT BE ACCURATELY SALEM, O R 9 7 3 0 1 - 3442 DETERMINED WITHOUT REFERENCE TO THE COMPLETE DOCUMENT SET. P : 5 0 3 . 3 9 0 . 6 5 0 ww.studio3orchitecture.co COORDINATE WITH THE WORK OF OTHER SECTIONS, EQUIPMENT FURNISHED BY OTHERS. REQUIREMENTS OF THE OWNER AND WITH THE CONSTRAINTS OF THE EXISTING CONDITIONS OF THE PROJECT SITE PROVIDE PIPE RISERS, DROPS, AND OFFSETS AS REQUIRED FOR FIELD INSTALLATION AND TRADE COORDINATION. �EDPROFF NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BEFORE STARTING WORK. Cc'��ol N��J DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC, SHOWING THE GENERAL 14 9 LOCATION, TYPE, LAYOUT, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL BE BE SCALED FOR EXACT MEASUREMENT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS. REFER TO MANUFACTURER'S STANDARD INSTALLATION DRAWINGS FOR Z& ase { EQUIPMENT CONNECTIONS AND INSTALLATION REQUIREMENTS. PROVIDE PIPING, ' CONNECTIONS, FITTINGS, VALVES, OFFSETS AND ALL MATERIALS NECESSARY TO EXPIRES: 30JUN22 ETWEEN THE ORIGINAL SIGNED AARI: U'5ND SEALE tj Li 1 OCUMENTS PREPARED BY THE ARCHITECT -;-. — HE DOCUMENTS CONSULTANTS,AND ANY COPY O LE DOCUMENTS TRANSMITTED BY MAIL, FAX IGNED N D SEA D OTHERWISE,THE ORIGINA IGNED AND SEALED DOCUMENTS SHALL GOVERN EQ-12O O — - —EQ-19 _ p PROJECT # 2018-104 O O O EQ-1 FCO DATE: 03/01/2019 LQ REVISIONS P-4 P-14 P-13 �4 EQ--i I P=7 P-7 1 SERVICE — ❑ P O F`� ° I O EQ-4 I 5 W > W 911 EO-4 LL - 0 LL - - � - _ . . O ❑ N 4 COOLER O CN I I P-4 102 z P—L _ ° EQ 1 ILI , ]LE I 1'=2 P-4 — O _3 Rik - EQ-12 2 - O -- - --� F--- -- 2 3 3 = KEYED NOTES: W 1. ROUTE TO CONNECT TO SITE SANITARY SEWER PIPING. VERIFY INVERT ELEVATION, LOCATION AND SIZE PRIOR TO ANY WORK. CONTACT ENGINEER IF ANY DISCREPANICES ARE DISCOVERED. COORDINATE WIUTH I LOCAL UTILITY COMPANY. Z (D 2. NEW SCHIER GB-250 100GPM BELOW—GRADE GREASE INTERCEPTOR.. COORDINATE EXACT LOCATION WITH V) 0 1 OWNER AND LOCAL AUTHORIES IN FIELD PRIOR TO WORK. VERIFY EXACT LOCATION OF EXISTING Q SANITARY SEWER PIPING AND UTILITIES PRIOR TO ANY WORK. CONTACT ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. 3. SANITARY VENT PIPING BELOW GRADE. 4. 4" VENT TO ROOF LOCATION. MAINTAIN MINIMUM 10'-0" SEPARATION FROM OUTSIDE AIR INTAKE. M 5. 3/4" CONDENSATE LINE FROM WALK—IN COOLER TO DISCHARGE INDIRECTLY INTO NEARBY FLOOR SINK. Q A B 6. CONNECT 3" RAIN DRAIN TO SITE STORM PIPING VERIFY LOCATION AND SIZE PRIOR TO ANY WORK. 7. 3" RAIN DRAIN OVERFLOW DAYLIGHT ABOVE GRADE SANITARY WATER FLOOR PLAN SHEET: SCALE: 1/2" = 1'-0" Consulting Engineers 2007 S.E. Ash St. Portland, OR 97214 P2eOO KIPHN: (503) 234-0548 FAX: (503) 234-0677 INC.WWW.MFIA—ENG.COM CONTACT: Bryan Gregory Co nghl®2018-19 STUDIO 3 ARCHITECTURE,INC. - STUDIO A B RCHITECTURE I N C O R P O R A T E D 2 7 5 C 0 U R T S T N SALEM, OR 97301 - 344 P : 5 0 3 . 3 9 0 . 6 5 0 ww.studio3architecture.co F, PN�E�Ss GGY 2& 19° J 4 10 S C. TOR EXPIRES: 30JUN22 -� Qw ETWEEN THE ORIGINAL SIGNED AND SEALE ND/OR TS PREPARED BY THE ARCHITECT Fw .0 4 HE DO THEIR CONSULTANTS,AND ANY COPY O l� HE DOCUMENTS TRANSMITTED BY MAII, FA% um O EQ 11 CW O LECTRONICALLY OR OTHERWISE,THE ORIGINA IGNED AND SEALED DOCUMENTS SHALL GOVERN EQ_9 _ 3 3 EQ-11 _.i 3 v EQ-19 � o- 10 PROJECT # 03201/20104 �� CW P-14 I P 13 — CW EQ-12 — _CW_ CW O HW — — — H REVISIONS HW- — — SP-7 FW — FW --- _.- SERVICE 101 El GAS 3— GAS7- GAS GAS GAS 0 X _ F � I 3 I v 3 CW -- S I I � I � � EQ-4 3 15 I EQ 10 P-11 _ O W RTU EQ-4 W P-16 I V O O LL O 5 I I=7- P-7 • . 7 Lcw --19 4 3 !'=7 COOLER U FW --- 102 N lift, _mow 3 O 9 P-1ZV � - O - . o 14 BP-1 a - CW 2 1 P-10A Ion 3 KEYED NOTES: _ 1. ROUTE NEW 1-1/2" WATER PIPING TO CONNECT TO WATER METER AND MAIN. VERIFY EXACT SIZE AND LOCATION IN U DOMESTIC WATER FLOOR PLAN FIELD. VERIFY WITH WATER COMPANY AND LANDLORD EXACT CONNECTION, DELIVERY PRESSURE AND METER (+ REQUIREMENTS PRIOR TO WORK. WATER PIPING SIZE BASED ON 66 PSI INCOMING STATIC WATER PRESSURE. PROVIDE 'U SCALE: 1/2" = 1'-0" PRESSURE REDUCING VALVE IF PRESSURE IS OVER 80 PSI. CONTACT ENGINEER IMMEDIATELY IF LOW PRESSURE (BELOW 65 PSI) OR DISCREPANCIES ARE FOUND FOR PIPING CHANGES. 0 2. PROVIDE WATTS LF009 BACKFLOW PREVENTER ROUTE RELIEF PIPES TO DISCHARGE INDIRECTLY TO FLOOR SINK. uJ 3: 3. WATER FILTRATION SYSTEM TO BE PROVIDED AND INSTALLED BY SELECTED WATER FILTRATION MANUFACTURER. PLUMBING CONTRACTOR TO INSTALL BYPASS PIPING TO WATER FILTRATION SYSTEM. 4. DROP V CW AND )z" FW LINES DOWN IN WALL ON WARM SIDE OF INSULATION TO BE RAN UNDER COUNTER TO SERVE NO FIXTURES 5. PROVIDE FULL SIZED BYPASS VALVES FOR THE MAIN CW LINE SERVING THE WATER FILTRATION SYSTEM. A B 6. ROUTE TO CONNECT TO NEW GAS METER. GAS METER'S NEW DEMAND = 513 MBH, (FIELD VERIFY ACTUAL LOCATION). APPROXIMATE LENGTH FROM FURTHEST FIXTURE TO METER BANK 60'-0". CONTRACTOR TO VERIFY EXACT LENGTH, Q AVAILABLE PRESSURE AND INSTALLATION LOCATION IN FIELD. VERIFY WITH GAS COMPANY FOR EXACT CONNECTION AND NO'T'E. METER INSTALLATION GUIDELINES AND REQUIREMENTS PRIOR TO ANY WORK. AN APPROVED BACKFLOW PREVENTION DEVICE IS REQUIRED 7. PROVIDE CIRCULATING PUMP. SEE PLUMBING FIXTURE SCHEDULE ON DRAWING P1.0 FOR ADDITIONAL INFORMATION. FOR BEVERAGE MACHINES CONNECTED TO THE WATER SUPPLY PER 2017 OPSC. 8. NOT USED. TANK-LESS WATER HEATERS SHALL BE NATIONALLY LISTED 9. COLD WATER DOWN FROM TRAP PRIMER TO FLOOR DRAIN. SEE DETAIL ON DRAWING P3.0 FOR MORE INFORMATION. AND BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION INSTRUC11ONS THAT WERE APPROVED AS PART OF THEIR 10. PIPING TO BE RAN LOW IN WALL BELOW WINDOW. LISTING. THE GAS PIPING SERVING THIS APPLIANCE MUST BE SIZED IN COMPLIANCE WITH THE WATER HEATER'S LISTED 11. NOT USED. INSTALLATION INSTRUCTIONS PER 2017 OPSC. 12. ROUTE EXPOSED COLD WATER PIPING DOWN TO COUNTER AND TO RAPID RINSE. STUB-OUTS FOR COFFEE EQUIPMENT AT TABLE SHALL BE 24"A.F.F. 13. PROVIDE EARTHQUAKE-ACTUATED GAS SHUT OFF VALVES, AT GAS METER ON SUPPLY TO BUILDING, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 14. INSTALL BOOSTER PUMP SYSTEM ON PLATFORM. INSTALL PER MANUFACTURERS GUIDELINES, PROVIDE WITH ALL SHEET: NECESSARY VALVES AND ACCESSORIES FOR A COMPLETE SYSTEM. COORDINATE EXACT INSTALLATION OF ALL SYSTEM COMPONENTS IN FIELD PRIOR TO ANY WORK AS DRAWING IS SHOWN DIAGRAMMATICALLY ONLY. 15. 1/2" COLD WATER DOWN TO FREEZE PROOF WALL HYDRANT. Consulting Engin ers 16. NOT USED. 2007 S.E. Ash St. Portland, OR 972 4 P3*00 WFAX: PHN: (503) 234- 548 (503) 234-0377 INC.WWW.MFIA-ENG.CO CONTACT, RpfanG+egefy- Co,,nght 0 201&19 STUDIO 3 ARCHITECTURE,INC. STUDIO ARCH ITECTURE I N C O R P O R A T E D 1.O.W.U. 275 CO U R T ST. N Ch —1 ti� SALEM, OR 97301 - 344 � P 5 0 3 3 9 0 6 5 0 www.studio3orchitecture.com I / / 2.0.D.U. 1.O.W.U. PROFFs EQQ 2.O.D.U. \�� GI NAL, f� 2.0.D.U. ( 14, 9`� 7- � y l.0. s C STUB-OUTS FOR COFFEE EQUIPMENT „G� ® AT TABLE SHALL BE 24"A.F.F. / 1.O.W.U. "G C �' \ 2.0.D.U. 78�FC7 C. TOR 2.0.D.U. EO—W U ® CIRCULATION r ^J" 2 EXPIRES: 30JUN22 1.0•W U. "Gt1 \fil '7 y� 5 W�) U. C� ( / t C{y PUMP 2.Q.D.U. $Ow am " V.T. n \/ ETWEEN THE ORIGINAL SIGNED AND SEA 1 �-1 n P-7 �F J 3.O.D.U. " / v�I/ Y V� OC UMENTR PREPARED RV THE ARCHITECT HE DOR OCUMENTS CONSULTANTS,AND ANY COPY O G 9 �G Aw` BY MAIL, FAX LEC RONLICALLY ORROTHERW6B,THE ORIGINA 7 C\ \ �A� 3.0.D.U. v�rj, GNED ANp SEALED pOCUMENTS SHALI OVERN 7 2.O.W.U. / ® \ I �y�`I� EQQ PROJECT # 2018-104 DATE: 03/01/2019 brl tjoi P-9 REVISIONS 3 \� oD, , 1" SW DOWN C 4� < 2.O.W.U. TO WATER 2.O.D.0 1iQ P-7 P-1 HEATERS 1.0.D.U. 4.0.W..U. SEE WATER 2.0.D.U. PFILTE - ISOMETRIC FOR I CONTINUATION �pFJ R ' 2.O.W.U. `Sq DOMESTIC WATER ISOMETRIC PLAN SANITARY ISOMETRIC PLAN W SCALE: N.T.S SCALE: N.T.S W LOW PRESSURE Lim PIPE SIZING BASED ON 2015 INTERNATIONAL u Gwp ,�1�2 . • FUEL GAS CODE TABLE 1216.2(1) FOR SCHEDULE 40 METALLIC PIPE. FURTHEST P-16 APPLIANCE FROM POINT OF SUPPLY IS 72 FT. /1\gN 1-1/4",398MBH 0 N 0 115MB � 199MBFi 199MBHp Z L) e(� NATURAL GAS ISOMETRIC PLAN O • O SCALE: N.T.S -2 1� 1.O.W.U. 4 HWR I� I ❑1 5-161—CW- �CW- - C > —HW- PROVIDE A SECTION 1.0 EE RECIRCLA 3/4' - +- SO OF HIGH COMPRESSION 1•p•yy ( I PUMPI 3/4- BYPASSCOLING ANGER RO AT EACH ITH NSHANGEER 3.O.W.U. 3.O.W.U. ( I`42 INSULATI POINT. INSULATION TO u 3/4' J BE FULL ROUND AND Lu EXTEND 2" BEYOND 0_ 1.O.W.U. 1.O.W . J CW - 3/4' PIPE GALV. SHIELD 3.O.W.U. -19 C1]7 ACHE - - - - 3/4'FV� FROM EACH WAY. VALVEI I THE FI TER SYSTEM WATER WATER I _ y I FOR PIPE 2 1/2" AND ALVANIZED IRON O 1.O.W.U. HEATER HEATER I IUI I no 7 I SMALLER SHEET SHIELD LEMS HANGER FOR L -'_ _ U SINGLE PIPE RUNS H PIPE CLAMP FOR PIPE I� 1.O.W.U• EXPANSION 2-1/2" & SMALLER NSULATION (TYP.) co- / —11 TANK 8 VALVE Be TO IPE (TYP.) = r DOMESTIC FILTERED WATER HEIGHT ISOMETRIC PLANIr SCALE: N.T.S I NISTRUT CHANNEL SHIELD FOR PIPE 3" AND LARGER �1 DOMESTIC WATER SERVICE WATER FILTRATION DOMESTIC WATER AND VENT PIPES �2 UNFILTERED WATER TO FIXTURES AS SHOWN ON PLAN EVERPURE 1 �3 HOT WATER TO FIXTURES AS SHOWN ON PLAN HEATHCO SUPPORTS DETAIL O4 FILTERED WATER TO FIXTURES AS SHOWN ON PLAN TOM RUGGLES (208)910-9805 SCALE: NTS Q5 WATTS /LF919 BACKFLOW PREVENTER AS REQUIRED BY LOCAL TOMGHEATHCO.COM JURISDICTION © SYSTEM SUPPLIED BY OWNERS REPRESENTATIVE (SEE ABOVE CONTACT) AND INSTALLED BY G. . O7 COORDINATE LOCATION OF GFCI 2—PLUG OUTLET WITH EQUIPMENT REQUIREMENTS. SHEET: ® HOT WATER RETURN AS SHOWN ON PLAN. FILTRATION SYSTEM OPTION 1 M Consulting Engineers SCALE: NTS 2007 S.E. Ash St. Portland, OR 97214 �I P4 *00 PHN: (503) 234-0548 FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory Copoghf®2018 19 STUDIO 3 ARCHITECTURE,INC. STUD10 COVER FINISHED ADJUSTING FOR WALL CONST. FLASHING SHALL BE FORMED TO CHIPPED CONCRETE WITH A POSITIVE SLOPE - FLOOR COLLAR SEE ARCH. DWGS. TO CLAMP DEVICE. PROVIDE NON- SHRINK SPOUT UNDER FLASHING AS Ia `76- �� REQUIRED TO FACILITATE POSITIVE SLOPE (ANY FLASHING MATERIALS OTHER - �,. 4 •, MAY EXTEND AS CLEANOUT PLUG THAN LEAD IS UNACCEPTABLE. MINIMUM WIDTH OF FLASHING SHALL BE 24"). ♦' WASTE OR VENT 4 • . w • ' • COUNTERSUNK SCREW ADJUSTABLE &SLO SH FLOOR CLEANOUT PLUG CLEANOUT TEE 11"AFF TO COUNTER STRAINERPE TO DRAIN AND BODY. tv�4 RISER POLISHED S.S. o - v SEE SPECS. 1�8 BEND FULL ACCESS COVER e ° 'd o ,r a SIZE, 4" MAX. � ` Q 4 r RCHITECTURE I N C O RP O R A T E D • ' PLUG IF END CAST IRON y WASTE LINE FLOOR DRAIN 2 7 5 C O U R T S T N OF LINE WITH LENGTH TO SURE SEAL SALEM, OR 9 7 3 0 1 - 3 4 4 FLOW SUIT CORE DRILL ES TRAP GUARD P : 5 0 3 . 3 9 0 . 6 5 0 4 d. ', AND 4"0 HOLES ° d THREADED OR CAULK SPECIFICATION AND SUBMITTAL ww.studio3architecture.co CONCRETE 1/8 BEND AT OUTLET ENCASEMENT ° :4 END OF UNE OUTLET FLOW 4 CLEANOUT CLEANOUT NOTE: COVER FLUSH WITH TILE OR FLUSH • WASTE LINE NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE A ONE PIECE WATER 100/200 GPM Great Basin'" Indoor/Outdoor Grease Interceptor �`' �DPNO �f� 4. CONCRETE G B -250 WITH CONCRETE FLOOR IN AREA WITH NO TILE. ENCASEMENT PROOF MEMBRANE FLOOR AND BASE IN THE TOILET ROOM(S). W 14, 9 FLOOR CLEAN - OUT DETAIL WALL CLEAN - OUT DETAIL FLOOR DRAIN W TRAP GUARD -� SCALE: NTS ✓GL. 2TOR y SCALE: NTS SCALE: NTS vS FLASHING SHALL BE FORMED TO CHIPPED CONCRETE WITH A POSITIVE SLOPE EXPIRES: 30JUN22 TO CLAMP DEVICE. PROVIDE NON- SHRINK SPOUT UNDER FLASHING AS REQUIRED TO FACILITATE POSITIVE SLOPE (ANY FLASHING MATERIALS OTHER 13yi" --- LUV - THAN LEAD IS UNACCEPTABLE. MINIMUM WIDTH OF FLASHING SHALL BE 24" A CUMEWEEN THE ORI ABEDNAL SIGNED AND STALE (34 Cm) ® O�ND/OR ENTS PREPARED BY THE ARCHITECT: 44" o HE DOCUMENTS CONSULTANTS,AND ANY COPY O o LE DOCUMENTS TRANSMITTED THE MALL, FAX ADJUSTABLE (112 cm) LGNEDOANID SEALED CALLY RDOCUMENTS SHALL GOVERN IGINA )!l�Il: FINISH FLOOR STRAINER SLOPE TO DRAIN ALL EXPOSED PIPING SHALL 1/2" CW v 3O%s" BE CHROME PLATED TO TRAP (77 cm) PROJECT # 2018-104 PRIMER � _ v ° s_ ° DATE: 03/01/2019 �-RESTROOM � r ,' ° LAVATORY ° _ ,.- Inelutles Safety Star" STOP VALVE TRAP PRIMER WITH CAST IRON 0 Adjustable cover REVISIONS CHROME FINISH PPP# FLOOR DRAIN adapters provide up to 4" 87•• PR01-ULP500 WITH of additional height. TURN TRAP PRIMER DU-4 CORE DRILL 10"0 33" (221 cm) DRAIN UNE AND 4"0 HOLES This unit is certified toQ INTO WALL �'' COLD WATER THREADED OR CAULK ON ASME A112.14.3(Type D) (84 cm) TYPE 'K' COPPER OUTLET and CSA B481.1.This unit KEEP MINIMU TUBING - NO JOINTS OUTLET does not require flow control. BELOW FLOOR FLOOR DRAIN WITH :� S U B M I TTA L TRAP PRIMER 1/2" NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE A ONE PIECE WATER CONNECTION PROOF MEMBRANE FLOOR AND BASE IN THE TOILET ROOM(S). Standard Options Accessories TRAPPRIMER PIPING DETAIL FLOOR DRAIN W /TRAP PRIMER Location: Indoor/outdoor ❑ 6" plain end inlet/outlet ❑ FCR2(x2) >4" - 34"field cut riser Installation:Above/below grade SCALE: NTS SCALE: NTS Flow Rates/Grease Capacities: (straight-through) ❑ FCR2(x4) >34"- 64"field cut risers 100 GPM (6.3 L/s) /1,895 lbs. (860 kg), 260 gal. 984 L) with dual pumpout port connections ❑ FCR2(x6) >64"- 94"field cut risers TURN FLASHING DOWN 200 GPM (12.6 L/s) 11,196 lbs. (543 kg),164 gal. 621 L)* ❑ 6" MPT inlet/outlet ❑ CA2 Adapter for 24"corrugated UJ 1" INTO VENT STACK Removal Efficiency at the (stainless steel,straight-through) pipe riser Rated Capacity: 96.7% ❑ -FO (fixed outlet) ❑ PP3 Pumpout port HEAVY-DUTY SECURED Solids Capacity: 69 gal. (261 L) ❑ C24H2 Composite covers, ❑ AKI High water anchor kit UJ EXTRA DEEP ACCESS COVER Liquid Capacity:277 gal. (1,049 L) bolted 24"gas/water tight, ❑ ATDI Cover adapter tie-down kit Weight: 376 lbs. (171 kg) traffic load rated for 16,000 lbs. ❑ AGS1 Above rade support kit UM GASKETED ABS Connections:4"FPT with 4" Iain end adapters, single g en SHEET METAL CLEANOUT PLUG p p g El PLAIN-EA-24 2" plain end fitting FLASHING, SURFAC inlet and triple outlet ❑ PLAIN-EA-34 3" Iain end fitting Covers:Cast iron covers, pickable 24"gas/water p gum MOP W/ tight, H-20 rated,proof-load tested to 40,000 lbs. ❑ FPT-EA-34 4"x 3"FPT fitting ROOFING z .?' ; MATERIAL : ., :-';: ' : T., •. Access Restrictor: Safety Star" (450 Ib. rating) built ❑ FPT-EA-23 3"x 2" FPT fitting into each cover adapter ❑ CC2 Integral membrane iv ' clamping collar kit N SLAB At 200 GPM,this Unit is certified to ASME A112.14.3(Type C)and CSA 8481.1 0 0 N ROOFING CONCRE II ANCHOR FLANGES and includes on internal flow control.External flow control with vent not required. PIPE SIZESON ACCESS COVER MITH CLEANOUT z U VENT PIPE r:EAtTm COUNTERSurm Approval _ CLEANOUT PLUG avER Signature: Date: Company: Q • 0 CLEANOU Specifying Engineer: Engineering Firm: J -2 COUNTERSUNK SCREW 0 SANITARY STACK MODEL NUMBER: DESCRIPTION:100/200 GPM Polyet111111111111111111 hylene Grease Interceptor SCHIER G B-250 ~ PART#:4055-001-02 DWG BY:B.Karrer DATE:6/28/2020 REV: ECO: M SLEEVE 40OF CONSTRUCTION PIPE SIZ W AS REQUIRED CLEANOUT TEE & ACCESS COVER 9500 Woodend Road I EdwardSville, •• > OTE: ' , a e l of 4co U FIRE RESISTANT PACKING VENT STACK [1� . INSTALL CLEAN OUTS SO BOTTOM IS AT LEAST 7"ABOVE p g "3M•• OR EQUAL FINISHED FLOOR. VENT TO ROOF DETAIL CLEAN - OUT DETAILS GREASE INTERCEPTOR UJ SCALE: NTS SCALE: NTS SCALE: NTS Z SHUT OFF VAL EXISTING HWR PIPE V V) FULL PORT BALL VALVE---m— 0%, AIR RELIEF VALVE I� M STRAINER — BY GAS COMPANY (VERIFY) HY PLUMBING CONTRACTOR D DRAIN LINE PRESSURE TEST COCK EXTERIOR BUILDING WALL. FLOOR GRATE TO BE \ GAS METER OF CFH GAS PIPE UP PENETRATE WALL FLUSH WITH or NEW INLINE HWR PUMP, AS NOTED. CAPACITY SHOWN G ROUTE PIPING ABOVE CEILING FINISHED FLOOR VERIFY PROPER PUMP ROTATION. ON PLANS SIZE AS SHOWN ON PLAN, MOUNT FLUSHUSE BLACK STEEL PIPE. FROM GAS SUPPLY WITH FINISHED PIPE IN CREASER ANCHOR RISER TO WALL AT FLOOR TEN FOOT INTERVALS USING AIR GAP=2X"D" O OFFSET RISER PIPE CLAMPS. 0 T(331 RA (2" MIN) _ SWING CHECK VALVE BYPASS VALVES PIPE INCREASER AND UNION 1 2" \ STRAINER PROVIDE 6' LONG DIRT PAVEMENT PRIMER GRADE LEG AT BOTTOM OF RISER, TO APPLIANCE - FLOOR - G PRESSURE REGULATOR TO REDUCE PRESSURE TO 14' WC. FULL PORT BALL VALVES TYPICAL SHUT-OFF VALVE DIRT LEG EXISTING HWR PIPE VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. INSTALL OTHER UTILITIES MINIMUM TEN FEET FROM GAS LINE. PLUMBING CONTRACTOR SHALL PAY ALL GAS COMPANY FEES FOR INSTALLATION. to USE WELDED OR SCREWED PIPE AND FITTINGS PER PLUMBING SPECS. SHEET: GAS COMPANY SHALL EXCAVATE, BACKFILL, AND REPAIR ANY PAVING HUB OUTLET OR SOD FOR GAS SERVICE LINE INSTALLATION FROM MAIN TO BUILDING, Consulting Engineers GAS APPLIANCE CONNECTION FLOOR SINK DETAIL HW RECIRCULATION PUMP DETAIL GAS CONNECTION DETAIL 2007 S.E. Ash 72 Portland, OR 97214 P5900 'FM PHN: (503) 234-0548 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS F FAX: (503) 234-0677 INC.WWW.MFIA-ENG.COM CONTACT: Bryan Gregory C.,,,isht C 2018 19 STUDIO 3 ARCHITECTURE,INC. STUDIO A. GENERAL NOTES 3. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE OR MASONRY. HANGING FROM METAL DECK IS 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORDS OF BAR JOISTS. WHERE INTERFERENCES CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS,APPLY TO ALL SECTIONS OF DIVISION 15000. OCCUR, AND IN ORDER TO SUPPORT (DUCTWORK OR PIPING) THE CONTRACTOR SHALL INSTALL TRAPEZE TYPE 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW THE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DRAWINGS FOR ALL DIVISIONS OF WORK PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR THE DAMPERS,VALVES,AND OTHER EQUIPMENT. COORDINATION OF HIS/HER WORK AND THE WORK OF HIS/HER SUBCONTRACTORS WITH ALL DIVISIONS OF WORK 4. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. TO AVOID INTERFERENCE AND CONFLICTS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE HIS/HER INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. PROVIDE SUBCONTRACTORS WITH COMPLETE SETS OF BID DOCUMENTS. HIGH DENSITY INSULATION INSERT BETWEEN THE SADDLE AND THE PIPE. 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF HIS/HER WORK AND 5. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED. THE WORK OF HIS/HER SUBCONTRACTORS TO COMPLY WITH THE SCHEDULE. 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE ARCH ITECTUR WORK.ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL I. DIRT AND DUST CONTROL N CORPORATE BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF A BID SHALL SERVE AS 1. SCREEN OFF ALL AREAS WHERE CONSTRUCTION IS TO TAKE PLACE FROM THE AREAS TO REMAIN INHABITED. EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET INHABITED AREAS SHALL REMAIN DUST AND DEBRIS FREE DURING CONSTRUCTION, 2 7 5 C O U R T S T, N THE INTENT OF THE DRAWINGS AND SPECIFICATIONS SHALL BE INCLUDED. FAILURE TO VISIT THE SITE DOES NOT 2. CLEAN ANY AREAS OUTSIDE DESIGNATED CONSTRUCTION AREA WHICH MAY HAVE BECOME SOILED DUE TO 3 A L E M, 0 R 9 7 3 0 1 - 3 4 4 RELIEVE THE CONTRACTOR OF HIS/HER RESPONSIBILITY IN PERFORMANCE OF WORK CONSTRUCTION. P 5 0 3 3 9 0 . 6 5 0 B. GENERAL REQUIREMENTS: J. EQUIPMENT, PIPING AND INSTALLATION ww.Stu dio3arcITitecture.co 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES,TOOLS,TRANSPORTATION, 1. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES.AMERICAN STANDARD, KOHLER AND CRANE ARE AND FACILITIES NECESSARY TO PROVIDE A COMPLETE HVAC, PLUMBING,FIRE PROTECTION SYSTEM AS SHOWN ON CONSIDERED ACCEPTABLE AS EQUALS. THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS AND AS REQUIRED BY JOB CONDITIONS.ALL WORK 2. MAINTAIN A MINIMUM CLEARANCE OF 6"BETWEEN PLUMBING PIPING AND EQUIPMENT AND ALL FIRE/SMOKE RATED PR NECESSARY AND NOT SPECIFICALLY NOTED TO BE PROVIDED BY OTHERS SHALL BE PROVIDED BY THIS WALLS. CONTRACTOR. 3. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL UNITS LEVEL AND G I Ne 2. ALL WORK SHALL BE PERFORMED IN A NEAT, PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. PLUMB, FIRMLY ANCHORED IN LOCATIONS INDICATED. y 14 d 3. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS AND EQUIPMENT,INCLUDING ALL 4. POTABLE WATER PIPING SHALL BE AS FOLLOWS: COMPONENTS THEREOF, SHALL BE NEW,TESTED, LISTED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF a. BELOW GRADE: TYPE'K',ANNEALED TYPE TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND SMALLER. STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. BRAZE ALL JOINTS. 4. ALL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND b. ALL OTHER: TYPE'L'DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95-5 TIN-ANTIMONY SOLDER. t ��l) 21116 y REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED. G, TOR 5. FIELD MEASURE AND VERIFY REQUIREMENTS FOR EXACT DIMENSION'S.OFFSETS AND ADDITIONAL ELBOWS 6. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID AND NOTIFY ENGINEER IF CONDITIONS ARE EXPIRES: 30JUN22 REQUIRED TO SUIT SITE CONDITIONS ARE CONSIDERED PART OF THE SCOPE. NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR SHALL VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE-IN AS FOLLOWS: C. CODES c. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. EI EEN THE o UN 1.1 sIGNEO AND sEALE 1. ALL WORK SHALL COMPLY WITH 2017 OREGON SPECIALTY PLUMBING CODE ORDINANCES AND OTHER STATE, d. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDING EQUIPMENT SUPPLIED. UMENH PREPARED BY THE ARCHITECT COUNTY,CITY AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES,ENERGY CODES 7. INSULATE ALL HOT AND COLD WATER PIPING WITH 1"THICK(K=0.23 @ 75°F) FIBERGLASS PIPE INSULATION WITH AN OR THEIR CONSULTANTS,AND ANY COPY O AND DOCUMENTS TRANSMITTED BY MAIL, FAX L OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATING. INSTALL RONICAILY OR OTHERWISE, THE ORIGINA WITH ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE IN THE BID PER MANUFACTURER'S RECOMMENDATIONS. D AND S AL D DOCUMENTS HAl GOVERN ANY CHANGES REQUIRED BY CODES AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID,THEY MUST BE 8. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORIES WITH TRUEBRO MODEL 102W "HANDI LAV QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO GUARD"INSULATION KIT OR EQUAL. CODE ISSUES SHALL BE REIMBURSED TO THE CONTRACTOR. 9. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND PROJECT # 2018-104 D. LICENSES, PERMITS AND INSPECTION FEES FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET, DATE: 03/01/2019 10.FLUSH STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED OR 11.TEST ENTIRE PLUMBING SYSTEM IN ACCORDANCE WITH 2017 OREGON SPECIALTY PLUMBING CODE. RELATED TO DIVISION 15000 WORK. 12.PROVIDE WATER METER AND REMOTE READER PER LOCAL UTILITIES REQUIREMENT, IF APPLICABLE. REVISIONS 2. FURNISH TO THE (OWNER)ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION 13.CONDENSATE DRAIN: PROVIDE POLYVINYL CHLORINE (PVC) SCHEDULE 40 PLASTIC PIPE (TYPE (DVM IN OF PROJECT. CONFORMANCE WITH STANDARD ASTM D2665. 14.VALVES: PROVIDE BALL VALVE NIBCO SERIES 585-70 FOR SHUT-OFF E. GUARANTEE 15.PROVIDE ACCESS PANELS WHERE REQUIRED FOR OPERATION, MAINTENANCE AND BALANCING OR PLUMBING 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS/HER CONTRACT AND EQUIPMENT. SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS/HER OWN EXPENSE,ANY DEFECTIVE WORK, MATERIAL OR 16.PROVIDE WATER HAMMER ARRESTORS AT EACH BRANCH UNE. EQUIPMENT DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE(IN WRITING)OF THE INSTALLATION. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. H. GAS PIPING 2. THE HOT WATER HEATERS SHALL BE FURNISHED WITH A 5 YEAR HEAT EXCHANGER WARRANTY. 1. FURNISH AND INSTALL A COMPLETE GAS PIPING SYSTEM. 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-53, WITH MALLEABLE THREADED FITTINGS FOR 2'AND F. PHASING REQUIREMENTS(IF APPLICABLE) SMALLER,AND WITH WELDED JOINTS FOR 2-1/2"AND LARGER. 1. THIS CONTRACTOR SHALL INCLUDE IN THE BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING 3. FURNISH AND INSTALL A GAS COCK, DIRT LEG,AND UNION CONNECTION AT EACH PIECE OF EQUIPMENT. PORTION OF THE BUILDING'S (HVAC, PLUMBING AND SPRINKLER)SERVICES IN OPERATION. CONTRACTOR MUST 4. PITCH PIPING AT A UNIFORM GRADE OF 1/4"IN 15 FEET UPWARD IN DIRECTION OF FLOW. SUPPORT PIPING EVERY 5 SCHEDULE IN WRITING ONE WEEK PRIOR TO ANY SHUT DOWN OF(THE HVAC, PLUMBING OR FIRE PROTECTION) FEET,AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE,WHICHEVER IS MORE STRINGENT. SYSTEMS 5. GAS PIPING EXPOSED ON ROOF SHALL BE PAINTED WITH RUST-INHIBITING PAINT. 2. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED OR WELDED IN ACCORDANCE THE RENOVATION WORK.COORDINATE WITH THE OTHER CONTRACTORS ANY EXISTING EQUIPMENT REQUIRED TO WITH THE LOCAL GAS COMPANY, LOCAL CODE AND APPLICABLE NFPA 54 CODES. BE LEFT INTACT. THIS CONTRACTOR SHALL INCLUDE AND WILL BE HELD RESPONSIBLE FOR,THE REMOVAL OF ALL 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF THE LOCAL GAS COMPANY, Uj EXISTING (FIRE PROTECTION SYSTEMS, PLUMBING FIXTURES, PIPING SYSTEMS, HVAC UNITS, REFRIGERANT LOCAL CODES AND APPLICABLE NFPA CODES. RECAPTURE, EXHAUST FANS).AND ASSOCIATED ROOF CURBS OR RAILS NOT TO BE REUSED ON THIS PROJECT, 8. CONTACT AND COORDINATE GAS SERVICE, METER AND REGULATOR REQUIREMENTS WITH THE LOCAL GAS Uj UNLESS SPECIFICALLY NOTED OTHERWISE.CONTRACTOR SHALL VERIFY ALL PRESUMED ABANDONED(EQUIPMENT, COMPANY PRIOR TO BID. INCLUDE INSTALLATION COST OF GAS METER AND REGULATOR IN BID. PIPES, DUCTWORK AND EQUIPMENT) PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED.ALL EXTRANEOUS ITEMS IN THE SPACE,ASSOCIATED WITH THE SPACE,OR ON THE ROOF NOT I. LABELS/PIPE MARKERS um APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALUFLOOR PATCHED/REPAIRED TO MATCH 1. FURNISH AND INSTALL PIPE IDENTIFICATION MARKERS EVERY 5 FEET ON ALL PIPES INSTALLED UNDER THIS EXISTING SURROUNDINGS. EXISTING ABANDONED (PIPES, DUCTS OR EQUIPMENT) IN THE FLOOR, EMBEDDED IN CONTRACT. MARKERS SHALL BE A MINIMUM OF 1-1/2" X 8" AND IDENTIFIED IN ACCORDANCE WITH THE CONCRETE,OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN THE FLOOR OR BACKGROUND AND LETTER COLORS ISSUED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). MARKERS Um WALL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT.IF REQUIRED BY CODES,ABANDONED(PIPING AND/OR SHALL BE MANUFACTURED BY CHAMPION AMERICA INC., BRADY, SETON,OR EQUAL. DUCTWORK) MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND 2. PIPING SHALL BE IDENTIFIED AS FOLLOWS: CONDENSATE, REFRIGERANT LIQUID, REFRIGERANT SUCTION, AND O INCLUDE IN BID PROPOSAL. DIRECTIONAL ARROWS. ALL IDENTIFICATIONS MUST BE VISIBLE AT EQUIPMENT. N G. SLEEVE N 3. VALVES SHALL BE TAGGED IN ACCORDANCE TO VALVE OPERATION SCHEMATIC,1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH 4. LABEL ALL FILTERED SUPPLY STOPS. � SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR,WALL OR PARTITION AND SHALL BE CUT FLUSH WITH J. STEEL FRAMING FOR SUPPORT EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR,WHICH SHALL EXTEND 2"ABOVE THE FLOOR. 1. PROVIDE ALL NECESSARY STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED OR IMPLIED 2. CONTRACTOR SHALL COORDINATE ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR ON THE DRAWINGS. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE AT THIS CONTRACTOR'S Cl • O WALLS. EXPENSE 3. ALL SLEEVES AND OPENINGS THROUGH FIRE-RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE"RTV"FOAM, "3M"FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE K. SYSTEM START-UP RATING.SLEEVES IN BEARING AND MASONRY WALLS, FLOORS,AND PARTITIONS SHALL BE STANDARD WEIGHT 1. THIS CONTRACTOR SHALL INCLUDE AS A BASE, 2-HOURS OF START-UP TIME PLUS AN ADDITIONAL 2-HOURS OF 2 STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS,THROUGH SUSPENDED START-UP TIME PER HVAC UNIT SHOWN ON DRAWINGS. CEILINGS,OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G.GALVANIZED STEEL MINIMUM. H. HANGERS L. FINAL INSPECTIONS O 1. PROVIDE HANGERS AND SUPPORTS FOR ALL PIPING, DUCTWORK,AND EQUIPMENT IN ACCORDANCE WITH SMACNA, 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE ENGINEER SHALL BE NOTIFIED (IN WRITING) MSS,ASME,AND ASHRAE STANDARDS. TO INSPECT THE FINISHED INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS 2. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING AND CODES. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. ENGINEER INTO COMPLIANCE s R+ W Z Z V � �- SHEET: Consulting Engineers A�PHNPortland1 (503) 234-0OR 54P6eOO FAX: (503) 234-0677 INC.W".MFIA-ENG.COM Co nghl®201ea9 STUDIO)ARCHITECTURE,INC. CONTACT: Bryan Gregory