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Plans (9) PLM2013 00270 I v\y� N � / ` 13.319 T OREGON. ��cyARD EXPIRES 12-31-13 RECEIVED A!�"G 7 2013 CITYOTM BUILDINFTIGA� GDIVISION nkrom Moisan 6720 SW MACADAM AVENUE,SUITE 100 PORTLAND,OR 97219 ABBREVIATIONS/SYMBOLS T 543.245-7100 HP HORSEPOWER 117 SOUTH MAIN STREET,SUITE 400 A AMP NC NOISE CRITERIA RND ROUND LION UNLESS OTHERWISE .NOTED SEATTLE,WA 98104 CFM CUBIC FEET PER MINUTE EXP EXPANSION r— DETAIL NUMBER HR HOUR NC NORMALLY CLOSED RPBP REDUCED PRESSURE TOP ADA AMERICAN DISABILITIES ACT C.O. CLEAN OUT ESP EXTERNAL STATIC PRESSURE BACKFLOW PREVENTER V VOLTS / VENT T 206-576.1600 DETAIL,SYMBOL AFF ABOVE FINISHED FLOOR Hz HERTZ (FREQUENCY) NO NORMALLY OPEN VAC VACUUM BOT DRAWING WHERE DETAIL APPEARS C.O.T.G. CO TO GRADE EXP EXPANSION RPM REVOLUTIONS PER MINUTE c0 ANKROM MOISAN ARCHITECTS,INC, AHU AIR HANDLING UNIT C.S.P. CONCRETE SOIL PIPE NIC NOT IN CONTRACT VAV VARIABLE AIR VOLUME AMB AMBIENT CU COPPER F FAHRENHEIT IINSIDE DIAMETER NTS NOT TO SCALE RTU ROOFTOP AIR HANDLING UNIT VD VOLUME DAMPER �-- SECTION NUMBER FF FINISHED FLOOR I.E. INVERT ELEVATION X APD AIR PRESSURE DROP III, N0. NUMBER SA SUPPLY AIR VEL. VELOCITY X SECTION SYMBQt APPRDX APPROXIMATE dB DECIBEL FD FIRE DAMPER / FLOOR DRAIN IPS VENT. VENTILATION IRON PIPE SIZE (N) NEW SAT. SATURATION �--- DRAWING WHERE SECTION APPEARS DB DRY BULB SD SMOKE DAMPER VERT. VERTICAL ATM ATMOSPHERE FLG. FLANGE KW KILOWATT OBD . OPPOSED BLADE.DAMPER DDC DIRECT DIGITAL CONTROLS SEC. SECOND iCJ1 NEW CONNECTION, AVG AVERAGE F.C.O. CLEAN OUT, FLOOR KWH KILOWATT--HOUR O.C. ON CENTER VFD VARIABLE FREQUENCY DRIVE POINT OF NEW DEG. DEGREE SF SQUARE FEET ARCH ARCHITECT FEET PER MINUTE O.D. OUTSIDE DIAMETER VOL VOLUME ON DOWN FT FOOT OR FEET LAT LEAVING AIR TEMP H SENSIBLE HEAT S OSA OUTSIDE AIR VUT VARIABLE VOLUM XX JEYED NOTE: ODD BACK DRAFT DAMPER DP DEW POINT FPT FEMALE PIPE THREAD LBS. POUNDS SHR. SENSIBLE HEAT RATIO AND TEMPERATUR BOD BOTTOM OF DUCT OZ. OUNCE DEMO DEMOLISH (ED) {F) FUTURE LF LINEAR FEET SM SHEET METAL NEW EQUIPMENT IDENTIFICATION BOP BOTTOM OF PIPE DIFF. DIFFERENCE OR DELTA F.F. FINISHED FLOOR LG LENGTH PD PRESSURE DROP, DIFFERENCE SP STATIC PRESSURE W.C.O. CLEAN OUT, WALL X_X NEW EQUIPMENT MARK BHP BRAKE HORSEPOWER DIA. DIAMETER F/SD FIRE SMOKE DAMPER LH LATIENT HEATSPEC. SPECIFICATION(S) WTR WATER — NEW EQUIPMENT NUMBER BMS BUILDING MANAGEMENT PH PHASE SYSTEM DS DOWNSPOUT GA: GAUGE LIQ. LIQUID PPM PARTS PER MILLION SS STAINLESS STEEL W WATT- EXISTING EQUIPMENT IDENTIFICATION BTU BRITISH THERMAL UNIT EA. EACH GAL. GALLON (S) LVG LEAVING PSI POUNDS PER SQUARE INCH STD STANDARD W WASTE EFF. EFFICIENCY STL. STEEL WT WEIGHT .� EXISTI ,�QLIIpME,NT MARK CB CATCH BASIN GALV. GALVANIZED LWT LEAVING WATER TEMP PSIA PSI, ABSOLUTE EL. ELEVATION GPM GALLONS PER MINUTE PSIG PSI, GAUGE STRUCT. STRUCTURAL WB WET BULB EXISTING EQUIPMENT NUMBER C.I. CAST IRON ENT. ENTERING GPH GALLONS PER HOUR MAX. MAXIMUM R RADIUS SYS. SYSTEM W/ WITH COMPR COMPRESSOR EAT ENTERING AIR TEMPERATURE MBH BTU PER HOUR (THOUSANDS) (R) RELOCATE D WHA WATER HAMMER HD HEAD ( } TEMP. TEMPERATURE ARRESTER r—N€CK SIZE CONIC CONCRETE MINIMUM CONCRETE EWT ENTERING WATER TEMPERATURE RA RETURN AIR TONS TONS OF REFRIGERATION X' DIFFUSER Z GRILLE MARK GOND CONDENS — (ER, ING, ATE) EXH. EXHAUST. HG MERCURY MVD MANUAL VOLUME DAMPER Wpp WATER PRESSURE DROP RECT. RECTANGULAR T'STAT THERMOSTAT CFM �_CFM CONT. CONTINUE(OUS) ESP EXTERNAL STATIC PRESSURE HOR. HORIZONTAL N/A NOT APPLICABLE REQ. REQUIRED TSP TOTAL STATIC PRESSURE ZD ZONE DAMPER CU.FT. CUBIC FEET RH RELATIVE HUMIDITY 0 DIAMETER TVP, TYPICAL NOTE: 01PIPING SYMBOLS 01 VALVE SYMBOLS 1 01 PLUMBING SYMBOLS ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE USED. (' pIQ TRIPLE DUTY ® FLOOR DRAIN, SQUARE =(-+ -(-+ BALL ® FLOOR DRAIN, ROUND FLANGED SCREWED WELDED 0 FLOOR CLEANOUT (SOLDERED, GLUED) I BUTTERFLY i WAIL CLEANOUT JO TEE 1_1 90; 45' CHECK, SWING -{(} FLOOR SINK, OPEN CHECK, BALL OUTLET UP Q OUTLET UP - CHECK, SPRING E FLOOR SINK, 1/2 GRATE O OUTLET DOWN 1 OUTLET DOWN CIRCUIT SETTER FLOOR SINK, 3/4 GRATE TEES ELBOWS DIAPHRAGM Z CATCH BASIN, SQUARE Q FLOAT W CATCH BASIN, ROUND CIG - 2 BUSHING IN UNION, SCREWED T 0 GATE HOSE BIBS Q N CONCENTRIC 11 UNION, FLANGED GATE ANGLE PENDANT SPRINKLER WECCENTRIC 1[31 EXPANSION JOINT + STRAIGHT INVERT GLOBE Q UPRIGHT SPRINKLER ~ --v4- STRAIGHT CCROWN 14% FLEXIBLE JOINT GLOBE ANGLE SIDEWALL SPRINKLER REDUCERS CONNECTORS _ tic! POST INDICATOR VALVE rt HOSE 8188 V �y Y-PATTERN X ANCHOR PLUG FIRE HYDRANT W/BLOWOFF J Q Lu _.. `�' CORE DEPARTMENT DUPLEX STRAINER GUIDE PRESSURE REDUCING CONNECTION V w (NUMBERED AND SPECIFIED) J4 BACKFLOW PREVENTER FILTER HOUSING SUPPORTS SAFETY RELIEF BACKFLOW PREVENTER +J REDUCED PRESSURE TYPE J p Zm 4 A AIR VENT, (" 7 r- AUTOMATIC Y FLOW CONTROL ( CIRCULATOR PUMP a AIR VENT, 4j ~ Q T MANUAL '� ' HOSE CONNECTION Q SOLENOID VALVE �+ V d d=.. -- ---AIR SEPARATOR 2-WAY CONTROL STRAINERS/FILTERS 3-WAY CONTROL 0 REVISION DATE REASON FOR ISSUE CITY OF TI'GARD Approved................................. Conditionally Approved..........................j l: For only the work as described in: PERMIT NO. � L�/3-ao�>c� See Letter to: Follow................... ......... .[ Attach. 1' Job Address:_/moo s�v ell BV: Date.—img, VV . OFFICE dopy COMMUNITY CENTER PLUMBING TITLE SHEET 6915 SW MACADAM AVE. ZNNULTI /"� SUITE 200 PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.892.1 188 3-01-2013 m FAX: 503.892.1190 CONTACT...STEVE SMITH M ENOINEVININPROJECT NUMBER SHEET NUMBER engirteeringOmke—inc xom MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE P0,01 5 INDICATED X 4 PRf>FFS cwt' 04Ne��'S' 13,319 OREGON lb 17, ���'qRD 011SP�� EXPIRES 12-31-13 � PLUMBING CONNECTION SCHEDULE TM SYMBOL DESCRIPTION W V CW HW COMMENTS MARK WC-1 WATER CLOSET 4 2 1 IFLOOR MOUNT FLUSHOMETER WC-2 WATER CLOSET•ADA 4 2 1 FLOOR MOUNT FLUSHOMETER WC-3 WATER CLOSET 4 2 1 FLOOR MOUNT FLUSH TANK,CHILD HEIGHT UR-1 URINAL 2 2 314 UR-2 URINAL-ADA 2 2 3/4 6720 SW MACADAM AVENUE,SUITE 140 LV-1 LAVATORY 1 112 1 114 1/2 1/2 1POUNTERTOP PORTLAND,OR 97219 LV-2 LAVATORY-ADA 1 112 11/4 1/2 112 WALL HUNG T 503-245-7100 S-1 SINK 2 11/2 112 112 SINGLE COMPARTMENT 117 SOUTH MAIN STREET,SUITE 400 S-2 SINK 2 11/2 1/2 1/2 TWO COMPARTMENT,EXTEND AND CONNECT TO DISHWASHER SEATTLE,WA 98104 T 206-576-1600 DF-1 DRINKING FOUNTAIN 11/2 11/4 1/2 - DUAL HEIGHT GAS LOAD SUMMARY H-1 WALL HYDRANT 314 FROST-PROOF WITH INTEGRAL VACUUM BREAKER 45 ANKROM MOISAN ARCHITECTS,INC. HB-2 HOSE BIBB 314 SYMBOL DESCRIPTION SERVICE MBH COMMENTS MARK FD-1 FLOOR DRAIN-FINISHED FLOOR 3 2 WATER.SERVICE CALCULATION - FD-2 FLOOR DRAIN-UTILITY 3 2 FIXTURE PUBLIC USE ASSEMBLY TOTAL HOT COMMENTS tMi-1 WATER HEATER KITCHEN 250 FS-1 FLOOR SINK 3 2 QUANTITY FIXTURE UNITS QUANTITY FIXTURE UNITS WSFU WATER B•1 BOILER BUILDING HVAC 1,000 SEE HVAC DRAWNGS CO-1 CLEAN OUT (WSFU) (WSFU) 0,75 P7 COUNTERTOP GRIDDLE KITCHEN 100 SEE KITCHEN DRAWINGS �CO.2 CLEAN OUT - WATER CLOSET(FLUSH VALVE) 2 5 15 8 130 0 NEW P8 OPEN BURNER COOK TOP KITCHEN: 96 SEE KITCHEN DRAWINGS CO-3 CLEAN OU7WATER CLOSET(FLUSH VALVE) 8 5 8 40 0. EXISTING • P9 DOUBLE STACK CONVECTION OVENS KITCHEN 110 SEE KITCHEN DRAWINGS MS-1 MOP SINK 3 2 1/2 DISHWASHER 3 1/2 1.5 1.5 4.5 3.375 NEW RD-1 ROOF DRAIN - - DISHWASHER 2 1.5 1.5 3 2,25 EXISTING TOTAL MBH 1.556 00-1 OVERFLOW DRAIN DRINKING FOUNTAIN0.5 1 0.5 0.5 0 INEW DEVELOPED LENGTH(FT) 100 _- ON-1 OVERFLOWNOZZLE - - - HOSE BIBB 4 1 1 2.5 6.5 0 INEW PRESSURE(PSIG) 2 HOSE BIBB 5 1 1 5 0 EXISTING NOTES: NOTES: LAVATORY 3 1 8 1 11 8.25 NEW LAVATORY 6 1 _1 6 4.6 EXISTING SINK 6 1.5 -� _ 1,5 9 6.75 NEW SINK 4 1.5 1.5 6 4.5 1EXISTING GREASE INTERCEPTOR MOP SINK/SERVICE SINK 2 3 3 6 4.5 NEW MOP SINK!SERVICE SINK 1 3 3 3 2.25 EXISTING SYMBOL DESCRIPTION SERVICE CAPACITY INLET OUTLET EXTENSION OPERATING COMMENTS URINAL(FLUSH VALVE) 4 3 5 15 0 NEW MARK (GPM) SIZE SIZE WEIGHT {IN} (IN) LBS URINAL{FLUSH VALVE} 1 4 5 4 0 EXISTING . WALL BOX(CLOTHES WASHER) 1 4 4 4 3 EXISTING GI-1 IN FLOOR KITCHEN 75 3 3 YES 1,200 1,2,3. BATH TUB 2 10 10 20 15 EXISTING NOTES: TOTAL WSFU 273.5 54.375 SEE NOTE 2 1 VENT GREASE INTERCEPTOR SEPERATELY,COORDINATE WTH FINISHED GRADE ELEVATION, TOTAL GPM 103 2 GREASE INTERCEPTOR SIZING: A.) SIZE IN ACCORDANCE WITH 20110REGON PLUMBING SECIALTY CODE, AMENDMENT DATED 12/10112,TABLE 10-2 PRESSURE CALCULATIONS: DISTANCE PRESSURE COMMENTS FIXTURE NUMBER DFU TOTAL DFU'S (FT) (PSIG) FD(3 IN.) 4 2 8 A. MINIMUM STATIC WATER PRESSURE AT STREET N/A 65 2-COMP PREP SINK 1 4 4 B. PRESSURE LOSS AT METER N/A 5 3-COMP DISH SINK 1 4 4 C. PRESSURE LOSS AT BACKFLOW PREVENTER N/A 8 1-COMP FOOD GRINDER SINK 1 4 4 D. PIPE DISTANCE FROM STREET TO RISER 90 N/A DISHWASHER 1 2 2 E. PRESSURE LOSS IN PIPING 6 2 SEE NOTE 1 HAND WASH SINK 2 1 2 F. ELEVATION PRESSURE LOSS FROM STREET TO RISER 4 2 ICE MACHNINE 1 1 1 G. PRESSURE AT RISER (A. B.•C.-E.-F.) NIA 48 Z DROP IN HOT WELL 1 1 1 H,STATIC HEAD LOSS FROM RISER TO REMOTE FIXTURE 16 7 26 I.PIPE DISTANCE FROM RISER TO REMOTE FIXTURE 400 NIA L J. PRESSURE LOSS IN PIPING 24 10 SEE NOTE 1 0 3 PER TABLE 10-2,SIZE=75 GPM K. PRESSURE AVAILABLE AT REMOTE FIXTURE(G.-H.-J.) NIA 31 d Q SERVICE SIZE(INCHES) = 3" SEE NOTE 2,3&4 GAS WATER HEATER NOTES: ~ 1 PRESSURE LOSS IN PIPING:PIPE LENGTH X 1,5(ACCOUNT FOR ELBOWS AND FITTINGS)X 47100'(DESIGN FRICTION LOSS) SYMBOL DESCRIPTION SERVICE INPUT OUTPUT STORAGE RECOVERY RATE CW SUPPLY FLUE COMBUSTION THERMAL OPERATING COMMENTS 2 SIZING PER OREGON PLUMBING SPECIALTY CODE APPENDIX A MARK (MBH) (MBH) CAPACITY AT 1000 ""' TEMP DIAMETER AIR DIAMETER EFFICIENCY WEIGHT (GAL) (GPH) ("t) (1N) (IN) % LBS 3 TYPE OF PIPE:"TYPE V COPPER PIPE. >1 _ WH-1 HIGH EFFICIENCY GAS-TANK TYPE KITCHEN DOMESTIC HW 250 237 100 288 40 3 3 96% 1,430 NOTE 1 4 VELOCITY IN PIPE LIMITED TO EIGHT(8)FEET PER SECOND FOR COLD WATER AND FIVE(5)FEET PER SECOND FOR HOT WATER. L ter/ Lu 3 NOTES: _ F- 1 SEISMICALLY ANCHOR UNIT WASTE SERVICE CALCULATION u v FIXTURE PUBLIC USE ASSEMBLY TOTAL COMMENTS u QUANTITY FIXTURE UNITS QUANTITY FIXTURE UNITS DFU _! (DFU) (DFU) 0 Z_ m ELECTRIC WATER HEATER WATER CLOSET FLUSH VALVE 2 4 15 6 98 _ Lu Lu WATER CLOSET(FLUSH TANK) 4 S 0 ; SYMBOL DESCRIPTION SERVICE INPUT VOLTAGE PH. FIA STORAGE RECOVERY RAE OPERATING COMMENTS Q d MARK (KWj CAPACITY AT 1000 WEIGHT DISHWASHER 1 2 2 2 t /'� U 0 a (GAL) GPH LBS DRINKING FOUNTAIN 1 0,5 1 0.5 �+ ! WH-2 ELECTRIC STORAGE MAIN RESTROOMS 616 1 208 1 1 18.0 50 49 600 1 FLOOR DRAINIFLOOR SINK 17 2 2 34 WH-3 ELECTRIC STORAGE ILOBBYSINK 2 208 1 6 8 1 100 1 LAVATORY 3 1 8 1 11 NOTES: SINK 6 2 2 12 1 PROVIDE DUAL SIMULATANEOUS OPERATION MOP SINK 2 33 6 SHOWER 2 2 0 . URINAL(FLUSH VALVE) 2 1 3 5 15 WALL BOX CLOTHES WASHER 3 3 0 DOMESTIC HOT WATER CIRCULATOR PUMP WASH FOUNTAIN 3 3 0 SYMBOL DESCRIPTION SERVICE GPM HEAD VOLTAGE PH, HP RPM WEIGHT COMMENTS TOTAL DRAINAGE FIXTURE UNITS 178.5 REVISION DATE REASON FOR ISSUE MARK (FT) (LBS) PIPE SLOPE % 2% MAIN SIZE IN 4"SANITARY WASTE CP-1 INLINE DOMESTIC HOT WATER RECIRC. 3.0 15 120 1 90 WATTS 3,000 10 1 NOTES- CP-2 IINLINE DOMESTIC HOT WATER RECIRC. 3.0 15 120 1 1 90 WATTS 3,000 10 1 1. SIZING PER 2011 OREGON PLUMBING SPECIALTY CODE-TABLE 7-3 AND TABLE 7-5. NOTES: 2. PER TABLE 7-5,ALLOWABLE DRAINAGE FIXTURE UNIT ON SEWER LINE SLOPES 2%FOR A4,WASTE IS 216 1 PROVIDE 7 DAY TIMECLOCK AND AQUASTAT. STORM DRAIN SERVICE CALCULATION EXPANSION TANK PIPE SIZE RAINFALL INTENSITY OF 1.3 INCH PER HOUR COMMENTS SYMBOL DESCRIPTION SERVICE MIN.TANK MIN.ACCEPTANCE AIR CONNECTION BUILDING SUPPLY MAX.SYSTEM START MAXIMUM OPERATING COMMENTS (IN) VERTICAL 1/8 IN/FT SLOPE 1/4 IN/FT SLOPE 1/21N/FT SLOPE MARK VOLUME VOLUME PRECHARGE SIZE PRESSURE OPERATING PRESSURE TEMP TEMP WEIGHT A FLOW(GPM) A ( A A (GAL) (GAL) (PSIG) (IN) (PSIG) (PSIG) C+') ("f) LBS 3 67 4,953 .34 ?,524 48 3,509 68 5,058 ET-1 PRE-CHARGED DIAPHRAGM VERTICAL DOEMSTIC HOT WATER SYSTEM-KITCHEN 19 2.0 65 314 55 80 40 140 100 4 144 10,646 78 5,784 .110 8,153 153 11,569 ET-2 PRE-CHARGED DIAPHRAGM VERTICAL DOMESTIC HOT WATER SYSTEM-MAIN RESTROOMS 7 0.7 65 3/4 65 80 40 120 80 5 261 19,323 139 10,276 196 14,523 278 20,553 6 424 31,384 222 16,461 314 23,230 445 32,923 NOTES: 8 913 67,692 1 478 35,384 677 50,153 956 70,769 COMMUNITY CENTER NOTES, PLUMBING 1/41NJFT.SLOPE SCHEDUAL SHEET 6915 SW MACADAM AVE. rouvmrwmmrm SUITE 200 PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.892.1 188 3-01-2013 m FAX: 503.892.1 190 m CONTACT...STEVE SMITH o N t T N R ENS 1 N N E R s PROJECT NUMBER SHEET NUMBER g engineeringCBmke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE P1 .00 x S INDICATED 2 GENERAL NOTES: y� �oIPR�f�� (�`�.y. L,� I ( KEYED NOTES. O F� 1 L 15 1 1 �1�.wr1' &G 1 I E IDU L� 73.37$ A. THE CONTRACT DOCUMENTS ENDEAVOR TO PROVIDE THE CONTRACTOR WITH A .REASONABLE i. PROVIDE 3"SD 2.00' BELOW FINISHED GRADE. SEE CIVIL FOR CONTINUATION. REPRESENTATION OF THE WORK TO BE PREFORMED. NOT ALL OFFSETS AND BENDS REQUIRED IN.THE PiPING SYSTEM CAN BE ANTICIPATED OR SHOWN. NO NOT RELY ON THE SCALE OF THE DRAWINGS FOR 2. KITCHEN PLUMBING SCHEDULE IS FOR REFERENCE ONLY. SEE SHEET FSi-2 AND ALL OTHER KITCHEN DRAWINGS FOR ADDITIONAL REQUIREMENTS. ORE N 10 140. F.N0. RE DE,", FM M UXATM WW $ERVa TO: FEW"'. MATERIAL TAKE-OFFS OR COST ESTIMATION. CAREFULLY INVESTIGATE CONDITIONS SURROUNDING INSTALLATION T4 PROVIDE CODE REQUIRED AND MANUFACTURERS CLEARANCES. ALL WORK SHOWN IS 3. PROVIDE 1-1/4"G AND 3/4"CW TO BOILER. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTER AND LABEL CW NON POTABLE. SEE HVAC4RD DUAP 2 Pi 12" X 12" FLOOR SINK FLOOR Off WALK-IN EVAPORATOR DRAINS THREE-QUARTER GRATE DIAGRAMMATIC AND SHALL BE ROUTED TO FIT WITHIN STRUCTURE. COORDINATE WITH ALL TRADES. DRAWINGS. F'2 FLOOR DRAIN FLOOR -1/2" AREA DRAIN --- B. PROVIDE MAXIMUM MAINTENANCE ACCESS POSSIBLE AT ALL EQUIPMENT. PROVIDE MiNIMUM THREE FEET 4. PROVIDE THERMOSTATIC MIXING VALVE AT LAV. SET TO 120' OR LESS. EXPIRES 72-31-13 9 P3 12"X 12" FLOOR SINK FLOOR O" (2)SW DRAINS NO GRATE CLEARANCE AT ALL ELECTRICAL PANELS, COMPRESSORS, FAN ACCESS POINTS AND ALL OTHER ACCESS REQUIRED PER MANUFACTURERS INSTRUCTIONS: 9 P4 1/2" HOT 4 COLD WALL 20" $W FAUCET 40 fxPW HOT 5. EXTEND AND CONNECT TO (E) CW PIPING TO EXISTING BUILDING. PROVIDE DIELECTRIC CONNECTION. SEE WATER SERVICE CALCULAT30N ON „ " C. UNLESS OTHERWISE NOTED ON THE DRAWINGS, DOMESTIC WATER, WASTE, VENT, GAS, STORM AND SHEET P1.0O FOR ACCOUNTING OF EXISTING PLUMBING FIXTURES IN EXISTING BUILDING. 10 1'S Ii2 HOT COLD WALL 22 HAND WASHI1�Ks SINK OVERFLOW PIPING ARE LOCATED IN CEILING SPACE SPACE AND AS CLOSE TO OVERHEAD STRUCTURE AS ,+ 10 P6 11/2" WASTE WALL 20" HAND WASHING SW ---- POSSIBLE. 8. PROVIDE 1 j2 CW DN TO COFFEE MAKER. FIELD VERIFY EXACT LOCATION, TM 11 P1 3/4" GAS WALL 32" COUNTER TOP GRIDDLE 10011 STI! TOTAL- QUICK DISCONNECT , _, = 7. PROVIDE GREASE INTERCEPTOR, FLOW CONTROL DEVICE, DOWNSTREAM CLEANOUT, VENT AND ALL DEVICES REQUIRED BY CODE AND LOCAL D. PROVIDE MINIMUM 10-0 DISTANC€ BETWEEN ALL VTR'S AND OSA INTAKES. JURISDICTION FOR A COMPLETE INSTALLATION. COORDINATE EXACT LOCATION WITH OTHER TRADES PRIOR TO INSTALLATION. 18 PS 3/4" CCAS WALL 32" OPEN BURNER COOK TOP 9bM BTU TOTAL- QUICK DISCONNECT E. UNLESS OTHERWISE NOTED, SiZE FiNAL BRANCH PIPING PER PLUMBING CONNECTION SCHEDULE. SEE 8. COORDINATE INSTALLATION OF NEW GAS METER AND RELOCATION OF EXISTING BELOW GRADE GAS PIPING (SEE CIVIL) WITH NORTHWEST NATURAL. 20 P9 3/4" GAS WALL i0" 42" DOUBLE STACK CONVECTION OVENS I M BTU TOTAL- QUICK DISCONNECT SHEET P100. SEE 2/P2.01 FOR EXISTING GAS METER LOCATIONS. 22 PIO 1/2" COLD WALL 40" CUBE ICE MACHINE RUN THROUGH WATER FILTRATION SYSTEM °' • ._ F. PLUMBING CONTRACTOR SHALL PROVIDE ACCESSIBLE CLEAN OUTS ON ALL WASTE PIPING ON BENDS OR 22 PII 12" X 12" FLOOR S1NK FLOOR D" CUBE ICE MACHINE WITH STORAGE BIN HALF GRATE CHANGES OF DIRECTION OF 135 DEGREES OR GREATER, MORE THAN 5 FEET FROM MAIN OR WHERE 9. PROVIDE INSULATED CAST IRON STORM DRAIN PIPING. _ _ __ REQUIRED BY LOCAL CODES, WHETHER OR NOT SHOWN. COORDINATE WITH FINISHED FLOOR, WALL AND NOT USED - - --- --" CEILING LOCATIONS AND TYPES. 10. REFER TO ARCHITECTURAL DRAWINGS FOR OVERFLOW NOZZEL LOCATIONS. -^ P13 -- NOT USED - --- --- --- 11. PROVIDE REDUCED PRESSURE DOUBLE CHECK VALVE IN WALL WITH ACCESS DOOR. ROUTE RELIEF TO BUILDING EXTERIOR. PROVIDE EXTERIOR 29 P14 3/4° HOT 110 - G. FOR ALL BELOW GRADE DOMESTIC WATER PIPING, PROVIDE TYPE K ANNEALED TUBING WITH BRAZED VALVE BOX AND LINE-SIZE SHUT OFF VALVE, CAP PIPING FOR FUTURE CONNECTION TO WATER FEATURE. ' WALL 53" WAREWAS14ER WITH BOOSTER HEATER 42.9 GPH HOT 20 PSI JOINTS. SEE SPECIFICATIONS. 6720 LA MACADAM AVENUE,SUITE o0 PORTLAND,OR 97219 29 PI5 2" WASTE WALL 12" WAREWASHER WITH BOOSTER HEATER 12. PROVIDE VALVE BOX AND LINE'-SIZE SHUT OFF VALVE. T 503-245-7100 H. FOR ALL ABOVE GRADE DOMESTIC WATER PIPING, PROVIDE COPPER PIPING FOR ALL MAINS AND .PIPING 31 P16 1/2" HOT 4' COLD WALL 20" PRE-RINSE FAUCET 40 GPH HOT. SERVING FLUSH VALVES. FOR BRANCH PIPING TO LAVATORIES AND SINKS PROVIDE PEX PIPING. SEE „ " SPECIFICATIONS. 13. PROVIDE WATER HEATER BELOW SINK. ROUTE RELIEF TO BUILDING EXTERIOR. PROVIDE EXPANSION TANK. COORDINATE WITH OTHER TRADES. 117 SOUTH MAIN STREET,SUITE 400 30 PIT 2 WASTE WALL 14 --- -_. SEATTLE,WA 98104 30 PIs 21, WASTE WALL 14 (2)SINK DRAINS T 206.576-1660 30 P19 1/2" HOT 4 COLD WALL 20" SINK FAUCETS 40 GPH HOT _ _ /1-1, ®ANKROM MOISAN ARCHITECTS,INC. 34 _ P20 I/2"_ COLD WALL 28" DROP-IN HOT FOOD WELL". - ! G ;�H� � j i ` K E � t i M� ;. N 34,35 F'21 12" x 12" FLOOR SINK FLOOR psi DROP-IN HOT FOOD WELLS DROP-IN GOLD PAN.HALF GRATE Y .. j E (( i 1 � 2 �_ t�� __ __-- -- _. _-_ : _.__ �_ _. _-._ __.--- _ t i- 2 2.0 I WALK-IN i H-.,1 l I I 1 1,I C K n rsrst KITCHEN F t 13C I � 11 I l FD—1 SII' -- - -, - .� - I FS-1 3 GW #I 3"OD UP - �..- -- 9 3"SD UP if J ( p , D y I 1 r1 n n 3"GYy{�� s KITCHEN 113D ; 2"GVTR A� B C ) _--- 20$ a I.;=.._ -`1 -, ,. I 2 VTR ... T- i 3"Sp 1 Ic j ! -;( - I�� FD-1 S G 1 1 t'38 i 1 t3f 3"OD UP I CO-1 r Y i 1 -- �.._. 1 { ' �R j 4"FDC 2 ! 1 rzt KIT •, I 3" ON-1 10 SEE CIVIL 1 ;- 1 i-1/4 HW I OR CONTINUATION -.__-- I _ __ ` ___ �__ ___ ? _........._..._....._..._ _...._ ' FS 1 i 13A 1-114"CW I ¢ _ /�- I ( i _ _._.___ _ _.__. _ _ ,L/ . :; " " I I n __ -- - - - - - 3"SD br SEE CIVIL SEEW IVIL I 2-1/2"CW I I I i_. _j STAIR S — I R TARO ' i ± �l I " „ I FOR CONTINUATION FOR CONTINUATION " I 2�0 i i ST-2 _- ._- _ ---_ - I 114 _ i ' ( 3 SD UP 3 SD 1 3 5D 11�-^� BELOW GRADE -, 12 I - 1 r�i L 1 - O 1 G WC-2 4„W �. „ „ H-1 2"0D UP I -_ _ I 1, CW LV-2 4 -� (2 PSIG) 2 V 2-WAY 2 1/2 CW C0-1 2 WAY � 1 1-1/2 W I .�. B LOW GRADE r.. r.. ■rrr rww .� .u. .� ... L! / i 9 2"SD - 1-1 4"V 1/2"HW MS-1 ( 7 4 _ - -- I I I I /2"HW 3"GW _ IAN. O i GI 01 _._..._............_..............._. _ — _ I 1 1 CO 3 I 0-2 1 WATER 0-3 0 . ._0...- Q I HB-2 0 HB-2 I I 0 -� �- I ` 2-SD 1 � I AUDITORIUM I I 1/2vCW II 1-1/4"G MECH. t20A ® MEN WO Np\,F)F� _...1 CO- ' 2 ON-1 0 I I t 8 GAS (2 PSIG) 2H 2P 2 I 126 FD- ;-_� - _.. ....,� _ --_ _- _ -- (! I I I I CORR. METER I FD-1 C-1 TYP.3� I �LV I � WC-1 TYP.10 WC — — __ ~�ti - ( C0-1 AY I I I I 705 CO- 2-WAY � SIAGE 5_/ I ® - TYf': '- FD-1 - — — — _ - - 3" ON-1 1 O FD-2 r -- -- i - 1 I "�'3"SD UP 9 1 ---� I WC-2 UR-2 UR- ( - I ® AN. 2 � I 4 6 - - _ FES tp 3. 5' I 0 d d C -3 1 OOA _...III 8.0 CO-2 I 3"OD UP I 4 TYP I 3 ON-1 f O IL CORR. CORK. RR. II _ 1 lot 1O1a 1n18 3"0D UP __ _ 1 [ I 1 LEG G PANEL -1-1/4"HW f Q FFE=172,Oa 2 CW I I I f ii 1 Mt bH 2C WAY , 4„W 1 ” I I f >, IE=166.04' I( 3 aD uP---'""... E 1 , .._ � -3/4"HWR I ( � I{ j ' _ SEE CIVIL O � 7 J LOImm _ I ----.__.__ ._.__._ _._._. __._.__.____' 3 I ____ SEE 1O -- - -- 3/4„HW - - ” 2` 4'•W - _ ___ _____ 1 — I I I 2"CW UP ___- r-*"*2"CW THROUGH _._ - -- ---- I I I' 8.0 TY I FOR CONTINUATION I ... 4 3 SD UP 3 dN-1 10 , I ROOF STRUCTURE--- --- — -- 3 -1 - I I 3"SD UP Q CO-3 5-1 1"CW 2-1 "CW i _ .�. ON-1 10 2 4 W - - _ 2"VTR . _-. BELOW GRADE I _ •L- 1 7 8 ' FS-1 1 3"SD I-- I 1/2"CW DN 3"SD UP 1/2"HW 2"W ON ---3 P �' �`' ��cw DN CORK. 2- SEE 3 i 1 2/CW DN 2 1 8.0 TYP „ 3" D UP I'I 104 I I NURSERY/MEETING / I '( 1I qq COURT __. I o I WH 1 E' 2'V R 0 U I U 122 I I; i 1 I I I 11 _ ce- CORR. I ',I I I I I I I 1 1 --_.._._. O = w 3/4 CW 11 102 I 9 2"SD UP I I; I �� I I I I i I STORAGE T-�- I U Z __._........._......_._...._.._... LL! CLOSET " I CO-3 3"SD UPC9 3 OD UP ( I 1t2 - ELEC. I _ U 102A 2 OD UP I I _ — i I I I I (1 \� ( I 117 V -/ --- � I I IL\ 1_JI I Q o Z °° CO-1 AY, ..._ = w —_ -- l LINK I I / 2-1/2"CW VTR _ - ___ ..... 3N1_. 1Q _— — - - -- - - — ......,. _ - _ ~ d I I 103! STORAGE STORAGE 2 ON-1 f0 BELOW GRADE I Q 6 U © d WH __....._. _. __ _ FF� - _.._.. ...... - . . . .. .. -- — - I � � 1n _ C=- _ 3 1 -- (-- 2—i/2_ W I I BE GRADE SEE 1 - I I� r�I (�1 f�I1 ( l I�I !�I h �1 4�? I�1 " _ .....� I I I I I l i I f f 117 F-( i 1 I I i 1 ! 1 ! i Fill I �__ 3 SD 8.O TYP I . N { 1 FIRST FLOOR PLAN — PLUMBING `Z.0 SCALE: 1 8"=1 -0" 0 4' 8' 16' NEW a - a REV ION DATE REASONFORISSUE CHURCH -- 2 -7-201 ADDENDUM 2, REVISION 1 BUILDING - A-1 EXISTIN GAS METER _ aaaaacaaaoaavaaaaaao COMMUNITY CENTER —' anucn0000c000000uaoe ( I auc000a000aaaoaaauuo-- 1 FIRST FLOOR PLAN � . I 1-1-I PLUMBING EXISTING (- • EXISTING CHURCH { BUILDING i i SCHOOL f ' i I I - — 6915 SW MACADAM AVE. I I SUITE 200 PORTLAND, OREGON 97219 DATE REVISION N PHONE: 503.892.1188 301-2013 IN I I IBM 2 OVERALL PLUMBING PLAN CONTACT':5STEVE2 SMITH Q N t, I N 81 N o I N a R e PROJECT NUMBER SHEEP NUMBER 1 (�2.fl SCALE: N.T.S. engineering*mke—inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCAB p2.{�2 ,� AS INDICATED PRO��SS/ 13,319 OREGON 7 �Pi�hgRDD�SP�Q` EXPIRES 12-31-13 GENERAL NOTES: KEYED NOTES: O A. THE CONTRACT DOCUMENTS ENDEAVOR TO PROVIDE THE CONTRACTOR WITH A REASONABLE 1. PROVIDE INSULATED CAST IRON STORM DRAIN PIPING. h REPRESENTATION OF THE WORK TO BE PREFORMED. NOT ALL OFFSETS AND BENDS REQUIRED IN THE TM PIPING SYSTEM CAN BE ANTICIPATED OR SHOWN. NO NOT RELY ON THE SCALE OF THE DRAWINGS FOR MATERIAL TAKE.-OFFS OR COST ESTIMATION. CAREFULLY INVESTIGATE CONDITIONS SURROUNDING INSTALLATION TO PROVIDE CODE REQUIRED AND MANUFACTURER'S CLEARANCES. ALL WORK SHOWN IS DIAGRAMMATIC AND SHALL BE ROUTED TO FIT WITHIN STRUCTURE. COORDINATE WITH ALL TRADES. ' a B. PROVIDE MAXIMUM MAINTENANCE ACCESS POSSIBLE AT ALL EQUIPMENT. PROVIDE MINIMUM THREE FEET CLEARANCE AT ALL ELECTRICAL PANELS, COMPRESSORS, FAN ACCESS POINTS AND ALL OTHER ACCESS REQUIRED PER MANUFACTURERS INSTRUCTIONS. C. UNLESS OTHERWISE NOTED ON THE DRAWINGS, DOMESTIC WATER, WASTE, VENT, GAS, STORM AND OVERFLOW PIPING ARE LOCATED IN CEILING SPACE SPACE AND AS CLOSE TO OVERHEAD STRUCTURE AS POSSIBLE. 6720 SW MACADAM AVENUE,SUITE 100 D. PROVIDE MINIMUM 10'-0"DISTANCE BETWEEN ALL VTR'S AND OSA INTAKES. PORTLAND,OR 97219 T 503-245.7100 E. UNLESS OTHERWISE NOTED, SIZE FINAL BRANCH PIPING PER PLUMBING CONNECTION SCHEDULE. SEE SHEET PI 00. 117 SOUTH MAIN STREET,SUITE 400 SEATTLE,WA 98104 F. PLUMBING CONTRACTOR SHALL PROVIDE ACCESSIBLE CLEAN OUTS ON ALL WASTE PIPING ON BENDS OR T 206-576-1600 CHANGES OF DIRECTION OF 135 DEGREES OR GREATER, MORE THAN 5 FEET FROM MAIN OR WHERE REQUIRED BY LOCAL CODES, WHETHER OR NOT SHOWN. COORDINATE WITH FINISHED FLOOR, WALL AND ®ANKROM MOISAN ARCHITECTS,INC. CEILING LOCATIONS AND TYPES. G. FOR ALL BELOW GRADE DOMESTIC WATER PIPING, PROVIDE TYPE K ANNEALED TUBING WITH BRAZED JOINTS. SEE SPECIFICATIONS. H. FOR ALL ABOVE GRADE DOMESTIC WATER PIPING, PROVIDE COPPER PIPING FOR ALL MAINS AND PIPING SERVING FLUSH VALVES. FOR BRANCH PIPING TO LAVATORIES AND SINKS PROVIDE PEX PIPING. SEE SPECIFICATIONS. G H J K L. N. O. 1 1 3"GVTR OD RD-1 1 3" - o A B C D QE F OD-1 3" 2" R RD 3,474 S I I 2., VTR 0 o OD RD-1 3' RD I I I i t I 1,752 S !� Z 1 0 I _ OD RD � ur uj 7-T ._.__........ ------ j I 1 RD-1 3' RD Q — „ — 170 SF --- _...__._... ILI ..........-- ----- 0 I �t VTR -- ----- 5 I— - -- — 1,134 SF 0 OD i I ^ _ 1 —1 3" —1 3" ' � w RD OD I I O Lu OD I RD D-1 3" I I o o D-1 3" 2 Z -- - _. 1-s - ---- -- ------- 6 r 4-J v uu ! RD-1 J h� 2" R 29-VTR I Z m D0 < 0 D r -- -- —-- — — -- — —--_ _ --- ---------- — — — — _ — --0 1 - -- $ • _ N D0 tt ^�^ Q 0m El I I I I II i RD-1 1 3" V I U U 0- ORD oRD I I I 001OD-1 3" I I I I I 1 3,462 S 3" I s . ' OD-1 3" 2 VTR RDo OD 3 SF I RD OD I 0 0 1 i � I RDC'ST 2" _ -- ---- — (1\ REVISION DATE REASON FOR ISSUE i 43 I I � I COMMUNITY CENTER N ROOF PLAN ROOF PLAN - PLUMBING PLUMBING 2.0 SCALE: 1/8"=1'-0" 0 4' 8' 16' 6915 SW MACADAM AVE. SUITE 200 PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.892.1 188 3-01-2013 m FAX: 503.892.1190 tn CONTACT...STEVE SMITH C O N S U L T I N G ENGINEERS PROJECT NUMBER SHEET NUMBER g engineering@mke—ine.corn MECHANICAL AND ELECTRICAL SYSTEMS 211280 3 03-01 -13 PERMIT SET SCALE P2 . 03 X AS INDICATED �D PROFFp,, ��rNGINj F 13,319 OREGON GENERAL NOTES: KEYED NOTES: O �'�G`Y " '9�6'� HgRD DOSP A. THE CONTRACT DOCUMENTS ENDEAVOR TO PROVIDE THE CONTRACTOR WITH A REASONABLE 1. PROVIDE THERMOSTATIC MIXING VALVE AT HAND WASH SINK SET TO 120' OR LESS. REPRESENTATION OF THE WORK TO BE PREFORMED. NOT ALL OFFSETS AND BENDS REQUIRED IN THE 2. PROVIDE LINE-SIZE GAS SOLENOID VALVE. COORDINATE WITH OTHER TRADES. FEXPFRES 12-31-13� PIPING SYSTEM CAN BE ANTICIPATED OR SHOWN. NO NOT RELY ON THE SCALE OF THE DRAWINGS FOR MATERIAL TAKE-OFFS OR COST ESTIMATION. CAREFULLY INVESTIGATE CONDITIONS SURROUNDING INSTALLATION TO PROVIDE CODE REQUIRED AND MANUFACTURER'S CLEARANCES. ALL WORK SHOWN IS DIAGRAMMATIC AND SHALL BE ROUTED TO FIT WITHIN STRUCTURE. COORDINATE WITH ALL TRADES. TIM B. PROVIDE MAXIMUM MAINTENANCE ACCESS POSSIBLE AT ALL EQUIPMENT. PROVIDE MINIMUM THREE FEET CLEARANCE AT ALL ELECTRICAL PANELS, COMPRESSORS, FAN ACCESS POINTS AND ALL OTHER ACCESS REQUIRED PER MANUFACTURERS INSTRUCTIONS: ew C. UNLESS OTHERWISE NOTED ON THE DRAWINGS, DOMESTIC WATER, WASTE, VENT, GAS, STORM AND " OVERFLOW PIPING ARE LOCATED IN CEILING SPACE SPACE AND AS CLOSE TO OVERHEAD STRUCTURE AS POSSIBLE. .,� rom 4' ,. D. PROVIDE MINIMUM 10'-0"DISTANCE BETWEEN ALL VTR'S AND OSA INTAKES. E. UNLESS OTHERWISE NOTED, SIZE FINAL BRANCH PIPING PER PLUMBING CONNECTION SCHEDULE. SEE SHEET P100. F. PLUMBING CONTRACTOR SHALL PROVIDE ACCESSIBLE CLEAN OUTS ON ALL WASTE PIPING ON BENDS OR 6720 A MACADAM AVENUE,SUITE 100 PORTLLAND,OR 97219 CHANGES OF DIRECTION OF 135 DEGREES OR GREATER, MORE THAN 5 FEET FROM MAIN OR WHERE T 503-245-7100 REQUIRED BY LOCAL CODES, WHETHER OR NOT SHOWN. COORDINATE WITH FINISHED FLOOR, WALL AND CEILING LOCATIONS AND TYPES. 117 SOUTH MAIN STREET,SUITE 400, G. FOR ALL BELOW GRADE DOMESTIC WATER PIPING, PROVIDE TYPE K ANNEALED TUBING WITH BRAZED SEATTLE,WA 98104 JOINTS. SEE SPECIFICATIONS: T 206-576-1600 H. FOR ALL ABOVE GRADE DOMESTIC WATER PIPING, PROVIDE COPPER PIPING FOR ALL MAINS AND PIPING ®ANKROM,MOISAN ARCHITECTS,INC. SERVING FLUSH VALVES. FOR BRANCH PIPING TO LAVATORIES AND SINKS PROVIDE PEX PIPING SEE SPECIFICATIONS. T._ ! I ; 2 6"F 1 4"FDC 2-1/2"CW i 3/4"CW 2-1/2"CW 6 1 TO HB-2 BELOW GRADE ! j P8.0 4„W 4„W ..............._.............._... .._. ----- -- ---- - -- - -- _ � x1..1.... � ... 5 ATER .� 8.01 120A —I— j!- ---- ---- - ° ° °i ° WOMEN X10 j l_ _�o �-- _ _ , � I _ ,, I 1 I n n I ' I MEN � � � DN _.... _ I I MECH. �-� 3” I i 119 d j 3�4"HW f 1„1/ � .. 2"V cw 2"V 1 1 2 CW ! 1 I 120 _ TYP j i 2_ /2"V ' I ! 3/4„CW i... i �_ �. J 2 V TYP "I j 4"W i 1/2"CW 1 1 2rrCW --- I� e ! 1-1/4" ! TYP [ 2"W DN I 1 1/2"V 1 1/2 C 1/2 — — — � I 8 . 9 - 2"V ( 1-1/2"V r 2"V 3 V /11 1/2"V 8.0 8.0 C 2"W DN = I 1/2„HW r' j I \ TYP - 3/4,.HWR 1/2"C 1 h2/CW Y......- ....._. .... -.........-- _.._......-- - - — - ' I - 1- 3/4"HW - i - - — 4"CW 3/4';"W ii I I 1/2,rCW € ° ! ! I I 3/4"HWR TYP I 3/4"HW I. �_1._L 2-1/2"V 21 VJ 1"HW FFE=173.25' 1-1/2"C G 4"VTR I �l cw - 1 O {� 2-1/2"CW 3"V ' �': _ 4"ClA ! 0 1 j 1-1/4'CW 1- /2"CW I I 4"W 'v _ i ELECTRIC i t ' 2"V 2r, 40'W I I AN. Z PANELIrF. ]IFF Lu i I I I _ : r 3/4"HW ,S 1"CW ... ... ... ... ... ... .. ... ... < CORR. CORR. CORR. 101 101 A 3/4" HV�R 3/4"HWR 1016 2"CW " 3/4 H 3/4 HW ,r 2-1/2 CW� 2 CW 2"CW 3/4"CW 3/4"HWR BELOW GRADE ENLARGED PLAN - PLUMBING c u 2.04SCALE: 1/4"=1'-0" r Lu 4—J U u /M < O Z m _ = w . .. .. .. .... . .. ... .. ¢ 0 .._.._._..__ . .............._.. ..........._ ....................._..............-_..._..._.._................ ..._.._ 4► /^j ¢ 1/2"HW 2„GW V ! V �V 11 _ 3/4"HW l 2 GW I I 2 GW3 2„GV GW J 2--'cv-- --. 2�1/�„CW 2'cV— -- —_— � f f..........._..... _. - :j 2'411 I��--_ �.. ,. I W�-) 3 GW 1 1/2"HW I I I REV ION DATE REASON FOR ISSUE G` 1-1/2 GW 8-7-2013 ADDENDUM 2, REVISION 1 _ 1-1 4"GV I -I 2 4, H\ �3'1 � 'G (2 PS G) j 3"GVT - 1 I .. 1/2"C 3"GW TYP I i'll A I 3"GW 3"GW I , 3/4"HWR ,..-...........i (2 PSIG) i 3"GW I ! I 1"HW - - 3 1 , R I 2"GV I _ 1"CW L �- 11' W „I r F71 F7 3/4"HW ELECTRIC I I�� 3/4"CWI! PANEL COMMUNITY CENTER F k , : L i ..............I..._ -_--_- _ _ PLAN —--— ---- ----- s ' ENLARGED --�� '_—{—.. PLUMBING . v,-- - .._. ._ I( / 1 2CW " -3- i V1- - - - - - - GV- - - - - --1111( j N 2 6915 SW MACADAM AVE. ENLARGED PLAN - PLUMBING SUITE 200 PORTLAND, OREGON 97219 DATE REVISION 2•0,4, SCALE: 1/4"=I'—O" 0 2' 4' 8' PHONE: 503.892.1188 hL< 3-01-2013 m FAX: 503.892.1 190 -"---- -GONTACT...STEVE SMITH1 a o N s u 1.T 1 r1 o e 1v o 1 N e E a s PROJECT NUMBER SHEET NUMBER engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SCALE P2 , 04 r) AS INDICATED X DGiNC PRO�R /o 13.319 OREGON ��cHg7DDSP�� RD EXPIRES 12-31-13 COVER 16X16X4 CONCRETE COVER CONCRETE FLOOR SEE SPECIFICATIONS FOR GRATE FINISH FLOOR PAVING —/' LOAD RATING AND MATERIAL TM . oa 00000000 WALL 0o00001000000 I _ m00000a0000000 c IT 1 .. _ Q.QQOQo4. OGQ _; CLEANOUT TEE WITH I --� Ankrorn Musa. ^ „ NICKEL BRONZE _ COUNTERSINK PLUG ADJUSTABLE HEAD AND ACCESS COVER REVERSIBLE CLAMP STAINLESS STEEL c ° �a I -- FINISH FLOOR --... r I COVER WITH VANDAL 6720 SW MACADAM AVENUE,SUITE 100 a PROOF SCREW /J— - - PORTLAND,OR 97219 T 503-245-7100 CLEANOUT BOX CLEANOUT BOX °4 n o I I CONCRETE 117 SOUTH MAN STREET,SUITE 400 FILL SEATTLE,WA 98104 T 206-576-1600 CLEANOUT PLUG CLEANOUT 'PLUG I tI I ° ^ i — WASTE/VENT PIPE 0 ANKROM MOISAN ARCHITECTS,INC. O CAST IRON PIPE O CAST IRON PIPE FURNISHED WITH FURNISHED WITH j ' ( ° L 0 CLEANOUT BOXJO CLEANOUT BOX 1'-0" MIN. 1'-0" MIN. T —' T ---- 3/4" MINUS GRAVEL APPROVED COUPLING 3/4" MINUS GRAVEL APPROVED COUPLING ; � SEEPAGE OPENINGS -_-- WATER-PROOF � � MEMBRANE (WHERE.. I APPLICABLE) TO BE SECURELY ATTACHED COUPLING TO DRAIN BODY '.........rAi ,.....�_..._ NOTES: CONCRETE SLAB PER ARCH/STRUCT 1. PROVIDE TRAP PRIMING LINE, PRIMER. DOCUMENTS DETAIL - DETAIL - EXTERIOR CLEANOUT TO GRADECO- 1 2 INTERIOR CLEANOUT TO GRADE CO-2 3 DETAIL - WALL CLEANOUT CO-3 4 DETAIL - FLOOR DRAIN 8.o SCALE: N.T.S. $.Q SCALE: N.T.S. $.Q SCALE: N.T.S. $.� SCALE: N.T.S. �TO BUILDING EXTERIOR WALL CHECK VALVE BUILD NG W TO COMBUSTION AND FLUE „ —� THERMOMETER DIAL TO EXTERIOR CP GENERAL NOTES: 4 FDC 2 1 1/4"HW 1 1. PROVIDE PVC AIR INTAKE VENT AND 3 TEST & 140'F BLDG. SUPPLY 3/4„HWR FLUE EXHAUST THROUGH WALL OR ROOF PER � DRAIN TO � AQUA STAT T.I �) 140'F MANUFACTURER'S RECOMMENDATIONS AND OUTSIDE VENT PRV UPC. COORDINATE PENETRATIONS WITH BUILDING FLOW SWITCH I TO OUTSIDE _. ARCH. STRUCTURAL AND HVAC TO FS 1 rENSURE PROPER LOCATIONS WITHOUT COMPROMISING SATISFACTORY OPERATION, �--ALARM VALVE - UPC COMPLIANCE AND NO INTERFERENCE, 1 1/4"CW MAIN 12" THERMAL LOOP 2. PIPE P & T DRAIN TO OVER FLOOR INDICATING SHUT-OFF — CONTROL VALVE PRESSURE P VALVE PRESSURE SINK. GAUGE DRAIN DOWN TEST TAP ET 3. PROVIDE 4” CONCRETE HOUSEKEEPING 1 PAD UNDER EQUIPMENT. PROVIDE DOUBLE CHECK DETECTOR ASSEMBLY THREADED & CAPPED MINIMUM OF 6" PAD EDGE FOR SEISMIC I FLOOR U LISTED FOR VERTICAL GAS COCK ANCHORING. PROVIDE ANCHORS PER POSITION WH SEE CIVIL SLEEVE G REQUIRED I 1 CODE. FOR CONT. �- 4. ROUTE D TO AND TERMINATE OVER FLOOR SINK WITH UPC APPROVED AIR GAP. Z �—4" FDC DIIRT% 5. TANK TEMPERATURE CONTROLLER SET 0 LEG FOR 1407. LLu �— -- f} 2PSIG DRAIN COND. PIPE 6. SEISMICALLY BRACE WATER HEATER. 0 THRUST BLOCK SLEEVE THROUGH TO OVER FLOOR SINK. SEE 8/P8.00. PER CODEFLOOR 2-1/2" CW Q SIZE PER PLANS FM APPROVED GAS TRAIN 1- DETAIL 5 DETAIL - FIRE RISER s DETAIL - COLD WATER RISER GAS WATER HEATER - DIRECT VENT s+� SCALE: N.T.S. T8.OY SCALE: N.T.S. $.� SCALE: N.T.S. >1 _ 0 :DLu Lu WELD 2" PIPE TO PRV VENT TO = I`_ 3/8"X24" LONG X 6" WIDE OUTSIDE y V W FLATBAR PRESSURE HW TO BUILDING TEMPERATURE 4-1 . V u O C) CODE RELIEF VALVE O 0 T.1. SEE PLANS FOR J 3/4" LAG BOLT WITH 2" DIAL THERMOMETER E2 PIPE SIZE < 0 Z m \lJ MIN EMBEDMENT DEPTH PROVIDE BACKING IN WALL —� T" • _ w COORDINATE WITH _♦ AGA FLEX I ^� Q ALL BRACE GENERAL CONTRACTOR. FLEXIBLE I ROOFTOP UNIT � ��11 Q 0 = (DIW! CONNECTION TYP 2REDUCER I v 1 U V a WOOD FRAME WALL---_., AR REQUIRED CW TO HEATER WATER HEATER OR VENTED GAS--------\ STORAGE TANK _ — 12" THERMAL LOOP REGULATOR 3" WIDE X 20 GAUGE AGA APPROVED LOCATE TOP TOP 6" STEEL STRAP WITH _ GAS VALVE BOLT CLAMP TYP 2 STRAP IN THIS AREA WH CP 1/2" PRESSURE 2 TEST PORT TYP 2 I ------ ++ REV ION DATE REASON FOR ISSUE 2 STEEL PIPE HWR TO BUILDING ++ WELDED TO FLATBAR � 3 DIRT LEG AND STEEL STRAP 2 -7-201 ADDENDUM 2, REVISION 1 TYP DISCHARGE RELIEF LJ LOCATE ONE BOTTOM TO FLOOR DRAIN STRAP 3" ABOVE OR ( PROVIDE AIR GAP 3" BELOW CONTROL ! PIPE DRAIN PAN OR ACCESS PANEL — -- f TO FLOOR DRAIN - - — — -I PROVIDE AIR GAP UNION ACCESS PANEL ELEVATION VIEW PLAN VIEW O2 DRAIN PAN DETAIL- DETAIL - s WATER HEATER SEISMIC SUPPORT 9 DETAIL - ELECTRIC WATER HEATER ('1'0) INTERIOR EQUIPMENT GAS PIPING kf`8.0 Y SCALE: N.T.S. $.0 SCALE: N.T.S. $,Q SCALE: N.T.S. COMMUNITY CENTER PLUMBING DETAIL SHEET 6915 SW MACADAM AVE. SUITE 200 PORTLAND, OREGON 97219 DATE REVISION PHONE: 503.892..1 188 3-01-2013 FAX: 503.892.1190 , N --,..----.-.-,CONTACT...STEVE SMITH C O N S U L TING ENGINEERS PROJECT NUMBER SHEET NUMBER engineering@mke-inc.com MECHANICAL AND ELECTRICAL SYSTEMS 211280 03-01 -13 PERMIT SET SALE P8411` 01 AS INDICATED