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PLM2015 - 00073 i PROFFss Q � E / SYSTEM- - C/ MAR 820 �W w sss1,7 E ABBREVIATIONS PLUMBING SYMBOLS GENERAL PROVISIONS PLUMBING GENERAL NOTES FIRE SPRINKLER SYSTE�V� NOI-ES ev�co�� . ��q � 2 OREGON MARK- DESCRIPTION _ COLD WATER SUPPLY 1. FURNISH AND INSTALL AU_ ITEMS, INCLUDING EVERY ARTICLE, DEVICE, OR ACCESSORY 1. REFER TO THE ARCHITECTURAL PLANS AND DETAILS FOR EXACT LOCATIONS AND MOUNTING 1. THE ENTIRE BUILDING SHALL BE PROVIDED WITH A 7J'-LY AUTOMAT,C SPRINKLER SYSTEM AS � ,VG`S Af `�Q9GFMgER�$ AFF ABOVE FINISHED FLOOR S Y FHV FIRE HOSE VALVE REASONABLY NECESSARY TO FACILITATE EACH SYSTEM'S FUNCTIONING AS INDICATED BY THE HEIGHTS OF ALL PLUMBING FIXTURES. SHOWN ON CONTRACT DOCUMENTS. DESIGN AND INETALLATICN ARE RECUIRED TO COMPLY WITH THE LATEST EDITION OF NFPA-13 AND NFPA-14 PS ADOPTED 6"' "HE LOCAL FIRE �EKAY NPw NON-POTABLE WATER DESIGN AND THE EQUIPMENT SPECIFIED. ELEMENTS OF THE WORK SHALL INCLUDE, BUT ARE EXPIRES 06/30/2015 AFG ABOVE FINISHED GRADE 2• AU_ SANITARY AND VENT PIPING SHALL BE ROUTED AT A SLOPE OF NOT LESS THAN 1/4" DEPARTMENT. IN ADDITION, THE INSTALLATION MUST COMPLY WITH YHE' APPLICABLE BUILDING AHU AIR HANDLING UNIT ® ALARM VALVE NOT LIMITED TO, MATERIALS, LABOR, SUPERVISION, SUPPLIES, EQUIPMENT, TRANSPORTATION,HOISTING PER FOOT, UNLESS OTHERWISE NOTED.RIGGING, STORAGE, UTILITIES, AND ALL REQUIRED PERMITS AND LICENSES. CODE, STATE OF MARYLAND AND CITY REQUIREMENTS, AND NATIONAL CODES AND STANDARDS. AMP AMPERE HOT WATER SUPPLY HOISTING/ RIGGING, ABOVE DRY-PIPE VALVE 2. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE PORTIONS OF ALL NATIONAL, 3. THE PLUMBING CONTRACTOR SHALL COORDINATE EXACT ROUTING OF ALL PIPING WITH THE 2. THE SPRINKLER CONTRACTOR SHALL REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN AUX. AUXILIARY 140 140'F HOT WATER SUPPLY }} STATE, AND LOCAL CODES AND STANDARDS. WHERE THE CONTRACT DOCUMENTS ARE IN EXCESS WORK OF ALL OTHER TRADES. PROVIDE OFFSETS IN PIPING WHERE REQUIRED BY TO DETERMINE EXACT LOCATIONS OF ALL SPRINKLER HEADS. BFF BELOW FINISHED FLOOR Db POST-INDICATOR VALVE OF CODE REQUIREMENTS, THE CONTRACT DOCUMENTS SHALL GOVERN. IN THE EVENT OF A COORDINATION OF TRADES. HOT WATER RETURN CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND APPLICABLE CODES, THE LATTER SHALL 3. SPRINKLERS LOCATED IN ACOUSTIC TILE CEILINGS SHALL BE AT MID-POINTS. BFG BELOW FINISHED GRADE --- . 4. THE PLUMBING CONTRACTOR SHALL CLEAN, FLUSH, AND DISINFECT ALL COLD WATER AND HOT BFP BACKFLOW PREVENTER MTNJ-tom DETECTOR CHECK VALVE GOVERNWATER PIPING AND ALL FIXTURES PRIOR TO COMPLETION OF WORK. 4. SPRINKLER BRANCH PIPING SHALL NOT BE LOCATED DIRECTLY BELOW TERMINAL UNITS OR BHP BRAKE HORSE POWER -•- •- •- - - TRAP PRIMER 3. FIELD VERIFICATION OF EXISTING CONDITIONS SHALL BE THE RESPONSIBILITY OF THE OTHER MECHANICAL EQUIPMENT. RELOCATE BRANCH PIPING AND SPRINKLER HEADS AS 5. INSTALL ALL FLOOR DRAINS AND FLOOR SINKS SUCH THAT GRATING IS FLUSH WITH ADJACENT B.O.P. BOTTOM OF PIPE STANDPIPE BASE VALVE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FLOORING SURFACE. FLOOR SHALL SLOPE TO DRAIN. COORDINATE ALL REQUIREMENTS WITH BTU REQUIRED TO PROVIDE CLEAR SERVICE BELOW. B.O.D.TUS BRITISH THERMAL UNIT FIRE DEPT. CONNECTION DRAWINGS ARE SBOTTOM OF DUCT A COMPRESSED AIR FOUND PRIOR TSUBMISSION OF BID. THE CONTRACTOR SHALL TAKE NOTE THAT THECHEMATIC IN NATURE AND INDICATE THE APPROXIMATE LOCATIONS OF THE HVAC ARCHITECT AND GENERAL CONTRACTOR PRIOR TO INSTALLATION. 5. COORDINATE SPRINKLER LOCATIONS WITH ARCHITECT IN HIGH-FINISH AREAS AND IN HARD BLDG. BUILDING G NATURAL GAS AND PLUMBING SYSTEMS. LOCATE ALL ITEMS BY ON-THE-JOB MEASUREMENTS. COOPERATE WITH 6. VENTS THROUGH ROOF TO BE LOCATED A MINIMUM OF 15'-0" HORIZONTALLY AWAY FROM CEILINGS. w OTHER TRADES TO ENSURE PROPER FIT AND ACCESS TO ALL ITEMS. OUTSIDE AIR FLOOR DRAINS NOT RECEIVING REGULAR-USE DRAINAGE ARE TO BE TRAP PRIMERED. INTAKES CONC. CONCRETE RELIEF VALVE 6. ALL SPRINKLER PIPING WITHIN THE BUILDING, OTHER THAN STANDPIPES WITHIN THE C.I. CAST IRON F FIRE MAIN, STANDPIPE 4. CONSIDERATION SHALL NOT BE GRANTED FOR MISUNDERSTANDING OF THE SCOPE OR AMOUNT OF 7STAIRWELLS, SHALL BE ROUTED WITHIN CONCEALED AREAS WHEREVER POSSIBLE. ANY PIPING p . WORK TO BE PERFORMED. TENDER OF A PROPOSAL CONVEYS FULL CONTRACTOR AGREEMENT REQUIRED TO BE EXPOSED SHALL INSTALLED AS HIGH AND INCONSPICUOUS AS POSSIBLE. CLG. CEILING D4 GATE VALVE w E- CO CLEAN OUT S SPRINKLER, DRY OR WET OF THE ITEMS AND CONDITIONS SPECIFIED AND/OR INDICATED, SCHEDULED, OR IMPLIED ON THE 8. PROVIDE BACKFLOW PREVENTION AS REQUIRED BY THE LOCAL CROSS CONNECTION CONTROL COORDINATE PAINTING REQUIREMENTS WITH ARCHITECT. V) U CONTRACT DOCUMENTS, AND/OR REQUIRED BY THE NATURE OF THIS WORK. DEPT. STANDARDS WHERE NOT PROVIDED OR INADEQUATELY PROVIDED, BY EQUIPMENT CIRC. CIRCULATING OS&Y VALVE z 0� ----------- PLUMBING VENT MANUFACTURER. 7. PROTECTION CRITERIA FOR SPRINKLERS SHALL BE BASED ON THE FOLLOWING O 1-- C.W. COLD WATER 5. ALL WORK SHALL BE ARRANGED IN A NEAT, WELL ORGANIZED MANNER. ALL SERVICES SHALL BE CWS CHILLED WATER SUPPLY X GLOBE VALVE ROUTED PARALLEL AND PERPENDICULAR TO THE PRIMARY LINES OF THE BUILDING. LOCATE ALL 9, INSTALL PIPING AS HIGH AS POSSIBLE UNLESS OTHERWISE NOTED. AREA/DENSITY REQUIREMENTS: U z CWR CHILLED WATER RETURN PD PUMP DISCHARGE OPERATING AND CONTROL EQUIPMENT PROPERLY TO PROVIDE CODE AND/OR MANUFACTURERS a) OFFICE AND PUBLIC AREAS - LIGHT HAZARD (DROP-IN AND HARD CEILINGS): OU CLEARANCES. 10. VERIFY DIMENSIONS FROM ARCHITECTURAL DRAWINGS AND FROM ACTUAL MEASUREMENTS AT 1 0.10 GPM OVER MOST REMOTE 1,500 SQUARE FEET WITH THE PROTECTION AREA CS CONDENSER SUPPLY ISI BALL VALVE ) Z CR CONDENSER RETURN SANITARY, ABOVE GRADE _ 6. AFTER COMPLETION OF INSTALLATION, BUT PRIOR TO SUBSTANTIAL COMPLETION, CONTRACTOR JOBSITE. PER SPRINKLER NOT EXCEEDING 225 SQUARE FEET. N LU CFH CUBIC FEET PER HOUR TSI CHECK VALVE SHALL CERTIFY IN WRITING THAT PRODUCTS AND MATERIALS INSTALLED AND PROCESSES USED 11. PROVIDE SADDLES AND SHIELDS FOR SUPPORT OF INSULATED PIPING TO PREVENT CRUSHING. 2) CEILING SPRINKLERS SHALL BE ORDINARY TEMPERATURE RATED, CONCEALED TYPE. Z N DO NOT CONTAIN ASBESTOS OR POLYCHLORINATED BIPHENYL (PCB). EXCEPTION OUTDOOR AREAS: HIGH TEMPERATURE RATED. U O > CFM CUBIC FEET PER MINUTE ------ SANITARY, BELOW GRADE w U w CONN. CONNECTION BUTTERFLY VALVE 7. IN THE EVENT THAT MATERIALS, PRODUCTS, AND/OR PROCESSES BEING PROPOSED FOR THIS 12. PIPING PENETRATIONS THROUGH PERIMETER BEAMS, FOUNDATION ON GRADE, AND STRUCTURAL b) PUBLIC AREA - LIGHT HAZARD (OPEN CEILING): o GOND. CONDENSATE RD STORM, ABOVE GRADE PROJECT CONTAIN, OR MAY EMIT, ANY VOLATILE ORGANIC COMPOUNDS (VOC), FORMALDEHYDE FLOORS SHALL BE SLEEVED. COORDINATE SLEEVE LOCATIONS AND SIZES WITH STRUCTURAL 1) 0.10 GPM OVER MOST REMOTE 1,500 SQUARE FEET WITH THE PROTECTION C.M.U. CONCRETE MASONRY UNIT � PLUG VALVE FORMULATIONS, OR HAZARDOUS OUT-GASSING, AS DETERMINED BY THE MANUFACTURER, A PRIOR TO POUR. AREA PER SPRINKLER NOT EXCEEDING 225 SQUARE FEET. �_ `r' -RD- -- STORM, BELOW GRADE MATERIALS SAFETY DATA SHEET SHALL BE SUBMITTED AS PART OF THE SHOP DRAWING PROCESS 2) SIDEWALL SPRINKLERS SHALL BE UTILIZED WHEREVER POSSIBLE AND SHALL BE o a CL CENTERLINE -- 13. PROVIDE DIELECTRIC UNIONS AT DISSIMILAR MATERIALS. ORDINARY TEMPERATURE RATED. WHERE SIDEWALL HEADS ARE DEEMED NOT USABLE, w N N DIA. DIAMETER PRESSURE REGULATING VALVE FOR REVIEW BY THE ARCHITECT/ENGINEER/OWNER. a 00 N DN. DOWN OD OVERFLOW, ABOVE GRADE 8. ALL EQUIPMENT AND MATERIAL TO BE FURNISHED AND INSTALLED ON THIS PROJECT SHALL BE 14. PROVIDE ESCUTCHEONS AT ALL FINISHED WALL AND CEILING PIPING PENETRATIONS. ORDINARY TEMPERATURE RATED, PENDANT TYPE HEADS SHALL BE UTILIZED. o _ _ DWG. DRAWING gA THREE-WAY VALVE UL OR ETL LISTED, IN ACCORDANCE WITH THE AUTHORITY HAVING JURISDICTION, AND SUITABLE 3) SPRINKLER PIPING IN OPEN CEILING AREAS SHALL BE PAINTED PER EXIST. EXISTING ---OD--- OVERFLOW, BELOW GRADE FOR ITS INTENDED USE ON THIS PROJECT. 15. ALL PIPING SHALL BE IDENTIFIED AS TO TYPE OF USE, SERVICE, AND DIRECTION OF FLOW. ARCHITECTURAL REQUIREMENTS. REFER TO ARCHITECTURAL SPECIFICATIONS. 0 0 MOTORIZED VALVE LOCATE MARKERS AT EACH VALVE, AT ENTRIES TO WALLS, AND ON 20-FOOT CENTERS ON EA. EACH FD FLOOR DRAIN: ROUND, SQUARE 9. THE FOLLOWING SUBMITTAL DATA SHALL BE FURNISHED AND SHALL INCLUDE BUT NOT BE STRAIGHT RUNS OF PIPE. PROVIDE A FLOW ARROW AT EACH IDENTIFICATION MARKER. PIPE c) MECHANICAL AND EQUIPMENT ROOMS- ORDINARY HAZARD. GROUP II. EL ELEVATION LIMITED TO: MARKERS SHALL BE SETON "SETMARK" OR EQUAL. 1) 0.15 GPM OVER MOST REMOTE 2,000 SQUARE FEET WITH THE PROTECTION AREA a N EAT ENTERING AIR TEMPERATURE PNEUMATIC VALVE A.) EQUIPMENT AND MATERIALS SHOP DRAWINGS PER SPRINKLER NOT EXCEEDING 130 SQUARE FEET. 2 ELEC. ELECTRICAL ® ❑ FS FLOOR SINK: FULL, HALF, OPEN 16. COORDINATE WORK COMPLETELY WITH ALL OTHER TRADES. 2) SPRINKLERS SHALL BE INTERMEDIATE TEMPERATURE RATED, PENDANT OR UPRIGHT EM B.) COORDINATION DRAWINGS EXH. EXHAUST s TYPE. EXCEPTION NEAR HIGH-TEMPERATURE EQUIPMENT: HIGH TEMPERATURE RATED. RD p� SOLENOID VALVE C.) RECORD DRAWINGS 17. INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE NON-METALLIC COATED HANGERS EVAP. EVAPORATOR ROOF DRAIN. OVERFLOW D.) OPERATING AND MAINTENANCE MANUALS WHERE IN DIRECT CONTACT WITH COPPER PIPING. d) BALCONIES - ORDINARY HAZARD. S OD DRAWN: EMB EMERG. EMERGENCY E. FIRE STOP MATERIALS AND DETAILS 1) 0.10 GPM OVER MOST REMOTE 2,000 SQUARE FEET WITH THE PROTECTION �- VALVE (IN-RISE) ) 18. PROVIDE ENGINEERED WATER HAMMER ARRESTERS SIZED AND PLACED IN ACCORDANCE WITH AREA PER SPRINKLER NOT EXCEEDING 130 SQUARE FEET. FCU. FAN COIL UNIT WCO �� 10. ELECTRONIC MEDIA FOR THE PROJECT IS AVAILABLE IN AUTOCAD VERSION 2000 FORMAT. STANDARD PDI-WH 201. AIR CHAMBERS SHALL NOT BE ALLOWED. FLEX. FLEXIBLE WALL CLEAN OUT 2) DRY TYPE, WET SYSTEM HEADS SHALL BE ORDINARY TEMPERATURE RATED. CHECKED: SBB COPIES OF THE ELECTRONIC MEDIA WILL BE AVAILABLE VIA EMAIL OR COMPACT DISK (CD-ROM). FLR. FLOOR FCO O STRAINER THE ELECTRONIC MEDIA IS FOR THE INTENDED USE OF THIS PROJECT ONLY AND SHALL NOT 19. PROVIDE FLEXIBLE EXPANSION FITTINGS SUITABLE FOR SANITARY (DWV) AND RAINWATER PIPING d) BALCONIES - ORDINARY HAZARD. FT. FEET OR FOOT Off- FLOOR CLEAN OUT u WHERE PIPING ENTERS EXPANSIVE SOILS TO ALLOW FOR 4-IN OF DIFFERENTIAL MOVEMENT. JOB NO: 1314 BE USED BY ANY PARTY, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT. CONTRACTOR 1) 0.10 GPM OVER MOST REMOTE 2,000 SQUARE FEET WITH THE PROTECTION FPM FEET PER MINUTE SLEEVE SHALL HAVE AN ACCEPTANCE PERIOD OF 10-WORKING DAYS TO REVIEW AND ACCEPT 20. MAKE ALL NECESSARY EXCAVATIONS, CUTTING OF PAVING, CONCRETE, ETC., REMOVAL OF AREA PER SPRINKLER NOT EXCEEDING 130 SQUARE FEET. G.C. GENERAL CONTRACTOR PIPING AND EQUIPMENT SHOWN LIGHT _ ELECTRONIC MEDIA FILES DELIVERED. THE ELECTRONIC MEDIA IS INTENDED TO ASSIST THE UNUSABLE SPOIL MATERIAL, DO ALL BACKFILLING WITH STABILIZED FILL, AND DO TEMPORARY 2) DRY TYPE, WET SYSTEM HEADS SHALL BE ORDINARY TEMPERATURE RATED. AND SOLID ARE FURNISHED BY OTHERS _ GUIDE GPM GALLONS PER MINUTE CONTRACTOR IN THE PREPARATION OF SHOP DRAWINGS FOR THIS PROJECT AND IS TO BE PATCH PAVING REPAIRS NECESSARY FOR PROPER EXECUTION OF THE WORK. BACKFILL SHALL 8. THE ELEVATOR MACHINE ROOM AND HOISTWAY SHALL BE PROTECTED WITH INTERMEDIATE CONSIDERED AS GUIDE ONLY. THE ELECTRONIC MEDIA AS PROVIDED DOES NOT RELIEVE THE BE MECHANICALLY COMPACTED TO A DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AT TEMPERATURE RATED HEADS PER NFPA 13. GPH GALLONS PER HOUR _ PIPING AND EQUIPMENT SHOWN LIGHT o HR. HOUR ANCHOR CONTRACTOR OF ANY CONTRACT RESPONSIBILITIES. THE CONTRACTOR AGREES TO PROVIDE THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR COMPACTION TEST. AND DASHED ARE EXISTING9. WATER DEMAND REQUIREMENTS AND PIPE SIZING SHALL BE BASED ON HYDRAULIC a HP HORSE POWER OWNER AND ARCHITECT/ ENGINEER AN ELECTRONIC MEDIA COPY OF THE "RECORD DRAWINGS" � NEW-TO-EXISTING CONNECTION 21. NO PIPE OR FITTING OF THE WATER SUPPLY SYSTEM SHALL BE DRILLED OR TAPPED NOR CALCULATION METHODS PERFORMED BY THE FIRE PROTECTION CONTRACTOR: -�F-- UNION IN THE SAME FORMAT AS INDICATED ABOVE. THE CONTRACTOR SHALL SUBMIT ALL REQUESTS �s H.W. HOT WATER �~ SHALL ANY BAND OR SADDLE BE USED EXCEPT AT THE WATER MAIN IN THE STREET. a) ALLOWANCE FOR SPRINKLER WATER DEMAND PLUS HOSE STREAM ALLOWANCE. IN WRITING TO THE ENGINEER FOR ELECTRONIC MEDIA. H.D. HUB DRAIN _� SHOCK ARRESTER AND SIZE x' b) THE SPRINKLER CONTRACTOR SHALL ALLOW A SAFETY FACTOR (CUSHION) HORIZ. HORIZONTAL DEMOLISH TO THIS POINT (� ) 1 1. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL COORDINATE THE INSTALLATION OF 22. PROVIDE MINIMUM 1' AIR GAP AT DRAIN DISCHARGE FOR ALL INDIRECT WASTE PIPING. EQUAL TO 10 PSIG OR 10 PERCENT, WHICHEVER IS GREATER, IN THE HD. HEAD IN FEET DUCTWORK, PIPING CONDUIT, CABLE, ETC., INSTALLATION WITH LIGHTING FIXTURES, SPECIAL CEILING HYDRAULIC CALCULATIONS (I.E., 10 PSIG OR 10 PERCENT SHALL BE CONSTRUCTION, AIR DISTRIBUTION EQUIPMENT, AND THE STRUCTURE. PROVIDE ADDITIONAL RISES DEDUCTED FROM THE RESIDUAL FLOW TEST DATA.) HT. HEIGHT AND OFFSETS AS REQUIRED. IF, AFTER INSTALLED, NEW DUCTWORK, PIPING CONDUIT, OR CABLE I.W. INDIRECT WASTE PROJECT CLOSEOUT IS FOUND TO BE IN CONFLICT WITH THE ARCHITECTURE, STRUCTURE, OR OTHER TRADE WORK, 10. CONTRACTOR SHALL FURNISH, ACCORDING TO THE CONDITIONS OF THE CONSTRUCTION Jensen / Fey IN. INCHES WHICH IS EITHER EXISTING OR SHOWN ON THE CONTRACT DOCUMENTS, THE DUCTWORK, CONDUIT, CONTRACT, SHOP DRAWINGS INCLUDING THE COMPLETE LAYOUT OF FIRE PROTECTION INSUL INSULATION THE PLUMBING CONTRACTOR SHALL PERFORM THE FOLLOWING TASKS UPON PROJECT COMPLETION. OR CABLE SHALL BE RELOCATED WITHOUT ADDITIONAL COST TO THE OWNER. SYSTEMS TO THE AUTHORITIES HAVING JURISDICTION, LOCAL FIRE DEPARTMENT AND THE Architecture and Planning KW KILLOWATT ALL REQUIRED REPORTS AND AS-BUILTS SHALL BE SUBMITTED 'WITHIN TWO (2) WEEKS OF DATE OF 12. MATERIALS AND EQUIPMENT SHALL BE NEW AND IN GOOD CONDITION. THE COMMERCIALLY OWNER'S INSURANCE CARRIER FOR APPROVAL. 7730 LEARY WAY NE LWT LEAVING WATER TEMPERATURE SUBSTANTIAL COMPLETION OR OWNER OCCUPANCY. STANDARD ITEMS OF EQUIPMENT AND THE SPECIFIC NAMES INDICATED ARE INTENDED TO 11. ALL HOSE THREADS SHALL BE NATIONAL HOSE THREAD (NH). REDMOND, WA 98052 LIN. FT. LINEAL FEET IDENTIFY STANDARDS OF QUALITY AND PERFORMANCE NECESSARY FOR THE PROPER TEL:42 5.216.0318 FAX:425.216.0329 LRA LOCKED ROTOR AMPS A. SUBMIT "AS-BUILT" RECORD DRAWINGS INDICATING ACTUAL AS-BUILT CONDITIONS TO THE FUNCTIONING OF THE WORK. MATERIALS AND EQUIPMENT, WHICH ARE FOUND TO HAVE MH MANHOLE ARCHITECT/ENGINEER FOR REVIEW. RECORD DRAWINGS SHALL BE STAMPED "AS-BUILT" AND FACTORY DEFECTS SHALL BE REPLACED OR REPAIRED IN A MANNER ACCEPTABLE TO THE 13. INSTALLATION: MVD MANUAL VOLUME DAMPER SHALL HAVE THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE CONTRACTOR. ALL OWNER AND ENGINEER AT NO ADDITIONAL COST TO THE OWNER. a) SPRINKLERS SHALL BE ALIGNED WITH LIGHT FIXTURES. COORDINATE WITH CEILING PLANS. MAX. MAXIMUM ENGINEERS' SEALS SHALL BE REMOVED FROM THE DRAWINGS. PROVIDE TWO (2) BLUELINES 13. THE CONTRACTOR SHALL PROTECT THE WORK, EQUIPMENT, AND MATERIALS FROM DAMAGE BY b) COORDINATE CEILING SPRINKLER AND PIPING LOCATIONS WITH LIGHTING, AND ONE (1) PAPER SEPIA. AND DUCTWORK LAYOUT. MECH. MECHANICAL HIS WORK OR HIS PERSONNEL, AND SHALL CORRECT ALL DAMAGE THUS CAUSED WITHOUT c) SPRINKLERS AND PIPING IN EXPOSED STRUCTURE (NO CEILING) AREAS MIN. MINIMUM B. SUBMIT TWO 2 COPIES OF OWNERS MAINTENANCE MANUALS. THE MANUALS SHALL INCLUDE ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK, SHALL BE AS INCONSPICUOUS AS POSSIBLE. MBH THOUSAND BTU/HR ( ) MATERIALS, AND EQUIPMENT UNTIL FINAL ACCEPTANCE BY THE OWNER. PROTECT ALL WORK d SPRINKLERS LOCATED IN ACOUSTIC TILE CEILINGS SHALL BE AT MID-POINTS. RATINGS, CAPACITIES, PARTS LISTS, WIRING DIAGRAMS, SERVICE/MAINTENANCE AGAINST THEFT, INJURY, OR DAMAGE AND CAREFULLY STORE MATERIAL AND EQUIPMENT e� INSTALL WITH ALLOWANCE FOR CLEARANCE AND SERVICE SPACE OF EQUIPMENT. N.C. NORMALLY CLOSED RECOMMENDATIONS, AND WARRANTIES. RECEIVED ON SITE WHICH IS NOT IMMEDIATELY INSTALLED. THE CONTRACTOR SHALL CLOSE COORDINATE WITH MECHANICAL. N.O. NORMALLY OPEN C. SUBMIT WRITTEN RESPONSE TO ALL FIELD REPORTS INDICATING CORRECTIVE ACTIONS TAKEN OPEN ENDS OF WORK WITH TEMPORARY COVERS OR PLUGS DURING CONSTRUCTION TO f) THE SPRINKLER CONTRACTOR SHALL REFER TO THE ARCHITECTURAL REFLECTED N.I.C. NOT IN CONTRACT AND DATE CORRECTIVE ACTION WAS TAKEN TO THE ARCHITECT/ENGINEER FOR REVIEW. PREVENT THE ENTRY OF DUST, DIRT, AND OBSTRUCTING MATERIAL. THE CONTRACTOR SHALL CEILING PLAN TO DETERMINE EXACT LOCATIONS OF ALL SPRINKLER HEADS. CM OF 77GA" NTS NOT TO SCALE PROTECT ALL EQUIPMENT AND MATERIALS FROM DAMAGE DUE TO WATER, SPRAY-ON RELOCATE EXISTING SPRINKLER HEADS AND BRANCH PIPING WHERE DUCTWORK FOR CODE COMPLIA NO. NUMBER FIREPROOFING, CONSTRUCTION DEBRIS, ETC. IN A MANNER ACCEPTABLE TO THE ENGINEER AND/OR LIGHTING FIXTURE CONFLICTS OCCUR. OS&Y OUTSIDE STEM AND YOKE ACCESSIBILITY STANDARDS AND/OR OWNER. g) SPRINKLERS LOCATED IN ACOUSTIC TILE CEILINGS SHALL BE AT MID-POINTS. APP P11;+ PH PHASE 14. PLUMBING EQUIPMENT SHALL BE IDENTIFIED BY MEANS OF NAMEPLATES PERMANENTLY ATTACHED h) SPRINKLER BRANCH PIPING SHALL NOT BE LOCATED DIRECTLY BELOW TERMINAL OT PPM PARTS PER MILLION TO THE EQUIPMENT. NAMEPLATES SHALL BE BLACK SURFACE, WHITE CORE LAMINATED BAKELITE UNITS OR OTHER MECHANICAL EQUIPMENT. RELOCATE BRANCH PIPING AND P.R.V. PRESSURE REDUCING VALVE AMERICANS WITH DISABILITIES ACT (ADA), ACCESSIBILITY GUIDELINES FOR BUILDINGS AND WITH ENGRAVED LETTERS. PLATES SHALL BE A MINIMUM OF 3-IN LONG BY 1-IN WIDE WITH SPRINKLER HEADS AS REQUIRED TO PROVIDE CLEAR SERVICE BELOW. PC t P.D. PRESSURE DROP FACILITIES WHITE LETTERS 1/4-IN HIGH. i) COORDINATE SPRINKLER LOCATIONS WITH ARCHITECT IN HIGH-FINISH AREAS AND IN d ss: PLUMB. PLUMBING 15. HARD CEILINGS.THE WARRANTY PERIOD SHALL BE NO LESS THAN ONE (1) FULL YEAR, UNLESS SPECIFIED j) INSTALL EXPOSED PIPING IN FINISHED AREAS WITH NO CEILINGS AS HIGH AND Suit #: PNL PANEL OTHERWISE AND SHALL INCLUDE AT LEAST ONE (1) FULL HEATING SEASON AND ONE (1) FULL INCONSPICUOUS AS POSSIBLE. COORDINATE PAINTING REQUIREMENTS WITH QTY. QUANTITY COOLING SEASON. DURING THE WARRANTY PERIOD THE CONTRACTOR SHALL GUARANTEE THE $ Date: RE: REFER OR REFERENCE FOLLOWING IN A FORM SATISFACTORY TO THE OWNER: ARCHITECT. Y� y" REV. REVISED OR REVISIONS DOMESTIC WATER PIPE INSULATION NOTES k) PROVIDE CONCEALED STYLE, HIGH-TEMPERATURE HEADS IN SERVER/COMPUTER RPM REVOLUTIONS PER MINUTE E)WORKMANSHIP NAND OR MATERIALS.FREE FROM ANY AND ALL DEFECTS PLUMBING MATERIALS AREAS. RM. ROOM B.) ALL APPARATUS WILL DEVELOP CAPACITIES AND PERFORMANCE CHARACTERISTICS SPECIFIED. 14. THE DESIGN SHALL BE THOROUGHLY COORDINATED WITH THE ARCHITECT. SUBMIT SHOP M REQ'D. REQUIRED ALL DOMESTIC WATER PIPING SHALL BE INSULATED WITH FIBERGLASS INSULATION AND C.) THE SYSTEMS SHALL OPERATE WITHOUT MALFUNCTION. DRAWINGS TO ARCHITECT FOR REVIEW. OBTAIN APPROVAL OF THE ARCHITECT BEFORE N RPZ REDUCED PRESSURE ZONE ALL-SERVICE JACKET. ELBOWS AND FITTINGS SHALL BE INSULATED AND COVERED SANITARY SEWER (WASTE) AND VENT PIPING INSTALLATION. CLOSE AND THOROUGH COORDINATION IS REQUIRED. Cli, WITH ZESTON 2000 25/50 FIRE SMOKE RATED PVC JACKETS. THE START OF THE CONTRACTORS WARRANTY PERIOD SHALL COMMENCE ON THE DATE OF SAN. SANITARY / / ABOVE GRADE: ASTM D2665, SCHEDULE 40 PVC JOINED WITH SOLVENT WELDS. k SECT. SECTION "SUBSTANTIAL COMPLETION" AS AGREED TO BY THE OWNER. 15. THE BUILDING IS TO BE PROVIDED WITH AN AUTOMATIC WET STANDPIPE SYSTEM AT SHT. SHEET DOMESTIC COLD WATER PIPING: 16. ALL WORK TO BE PERFORMED AS PART OF THIS PROJECT SHALL BE COORDINATED COMPLETELY BELOW GRADE: ASTM D2665, SCHEDULE 40 PVC JOINED WITH SOLVENT WELDS. EACH NFPA-0F THE TWO 14 AND THE SOCIRWELLS. THE AL AUTHORITY HAVING JURISDICTION. ILL MEET E REQUIREMENTS OF s ALL SIZES - 1-INCH THICKNESS WITH ALL OTHER TRADES. INDIRECT DRAINSASTM B88TYPE L COPPERWITH SOLDERED JOINTS STD. STANDARD *IF EXPOSED TO OUTDOOR CONDITIONS, INCREASE BY 1/2- : , , . SQ. SQUARE 17. PREMIUM TIME MAY BE REQUIRED TO PERMIT CERTAIN PORTIONS OF THE WORK TO BE 16. PLANS AND PERMITS FOR THE FIRE SPRINKLER SYSTEM WILL BE ADDRESSED IN A PERFORMED AT TIMES ACCEPTABLE TO THE BUILDING MANAGER AND OWNER. THE COST OF WASTE AND VENT PIPING (WITHIN RETURN AIR PLENUM) SEPARATE SUBMITTAL, ISSUANCE OF A BUILDING PERMIT FOR THIS PROJECT DOES NOT SW SWITCH DOMESTIC HOT WATER PIPING: SURF. SURFACE 1-1/4- AND SMALLER - 1-INCH THICKNESS ABOVE GRADE: ASTM A888, HUBLESS CAST IRON, WITH CISPI 301 SPIGOT SUCH PREMIUM TIME SHALL BE INCLUDED AS PART OF THE BASIC CONTRACT COST. IMPLY APPROVAL TO INSTALL THE FIRE SPRINKLER SYSTEM. � SUSP. SUSPEND OR SUSPENDED 1-1/2" AND LARGER - 2-INCH THICKNESS BEAD ENDS FOR COUPLING ASSEMBLY. 17. APPLICABLE STANDARDS: >s S.P. STATIC PRESSURE *IF EXPOSED TO OUTDOOR CONDITIONS, INCREASE BY 1/2- SYS. SYSTEM A. NFPA 13: INSTALLATION OF SPRINKLER SYSTEMS. � w DOMESTIC HOT WATER RECIRULATION PIPING: STORM DRAINAGE PIPING B. NFPA 14: INSTALLATION OF STANDPIPES AND HOSE SYSTEMS N T.P. TOTAL PRESSURE C. NFPA 24: INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR 0 4-J T.S.P. TOTAL STATIC PRESSURE 1-1/4- AND SMALLER - 1-INCH THICKNESS ABOVE GRADE: SAME AS WASTE AND VENT. APPURTENANCES TIP TYPICAL 1-1/2- AND LARGER - 2-INCH THICKNESS D. NFPA 51B: FIRE PREVENTION DURING WELDING, CUTTING, AND OTHER HOT WORK Q TEMP. TEMPERATURE * BELOW GRADE: SAME AS WASTE AND VENT. IF EXPOSED TO OUTDOOR CONDITIONS, INCREASE BY 1/2" E. NFPA 54: NATIONAL FUEL GAS CODE. O U.G. UNDERGROUND CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH 1/2-INCH THICKNESS PLUMBING DESIGN CRITERIA RPZ RELIEF DISCHARGE PIPING F. NFPA 101: SAFETY TO LIFE FROM FI0� RE IN BUILDINGS AND STRUCTURES -� U.O.N. UNLESS OTHERWISE NOTED G. NFPA 241: SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS VERT. VERTICAL FIBERGLASS INSULATION WITH ALL SERVICE JACKET (ASJ) VAPOR BARRIER. (OREGON PLUMBING SPECIALTY CODE 2009) ABOVE GRADE: ASTM B88, TYPE L COPPER, WITH SOLDERED JOINTS. -- � V VOLTS ALL DRAIN HORIZONTAL PIPING RECEIVING CHILLED DRAINAGE SHALL BE INSULATED PIPE SIZING: DOMESTIC WATER PIPING INDEX O F D RAW I N G S > -71 �, n VEL. VELOCITY WITH 1" THICKNESS FIBERGLASS INSULATION IF ABOVE GRADE. ABOVE GRADE: ASTM B88, TYPE L COPPER, WITH SOLDERED JOINTS. m > VOL VOLUME SANITARY DRAINAGE AND VENT PIPING N0. DESCRIPTION z v O ° V.T.R. VENT THROUGH ROOF BELOW GRADE: ASTM D1785, SCHEDULE 80 PVC, WITH SOLVENT WELDS. Lu Ln WCO WALL CLEAN OUT SIZED PER TABLE 7-5 OF THE 2009 UPC WITH 1/4"/FT ABOVE GRADE AND 1/8-/FT PO.O PLUMBING COVER SHEET U-1 cu_ U W.G. WATER GAUGE BELOW GRADE SLOPES (4-IN AND LARGER), UNLESS OTHERWISE NOTED. ASTM B88, TYPE K COPPER, SEAMLESS TUBING WITH BRAZED JOINTS. P2.0 PLUMBING PLAN - CRAWL SPACE � WT. ' WETrH� DRAINAGE FIXTURE UNITS TRAP PRIMER PIPING P2.1 PLUMBING PLAN = LEVEL 1 L Y Q V v o o 0) P2.2 PLUMBING PLAN - LEVEL 2 *- / ASTM B88, TYPE K COPPER, SEAMLESS TUBING, 1/2". P2.3 PLUMBING PLAN LEVEL 3 O a) L � o Ln W/o WITHOUT SIZED PER TABLE 7-3 OF THE 2009 UPC. P2.4 PLUMBING PLAN - PENTHOUSE LEVEL E CO rn 0 _0 '- DELTA SPRINKLER PIPING P2.5 PLUMBING ROOF PLAN ,,., WATER SUPPLY FIXTURE UNITS P3.1 PLUMBING RISER DIAGRAMS XX rn ABOVE GRADE: ASTM A-795, DYNA-FLEX, HIGH STRENGTH STEEL, WITH ROLLED GROOVE P4.1 PLUMBING SCHEDULES Lr) cL v N `n SIZED PER TABLE 6-5 OF THE 2009 UPC. COUPUNG AND SCHEDULE 40 BLACK STEEL, WITH THREADED FTTTINGS. P5.1 PLUMBING DETAILS L ' ' ~ "' `� STORM DRAINAGE SIZING > m o x BELOW GRADE: AWWA C900, PVC WITH GASKET HUB AND SPIGOT JOINTS. mechanical - electrical - plumbing �-�- __ 0 ' s rz CL SIZED PER TABLES 11-1 AND 11-2 OF THE 2009 UPC. PLUMBING VALVES � N w a- LL ALL VALVES SHALL BE BALL VALVES, NO GATE VALVES SHALL BE USED. • � SHEET: ssocia es Consulting Engineers J 8217 Shoal Creek Blvd Suite 100 POOO Austin, Texas 78757 512-407-9011 512-407-8287 (fax) MECHANICAL 1-1/2"CW UP EQUIPMENT ABOVE U UTILIZE SEAMLESS TYPE 'K' COPPER FOR ALLY', •� G I N��Fss, DOMESTIC WATER ROUTED BELOW GRADE i �� �+ 8961,7 Ej P' 1 Loc o-.� O 3/4" IRRIGATION WATER SUPPLY OL IZEG01v2o 1$' REFER TO CIVIL FOR CONTINUATION AND 0MgER �P 1 BACKFLOW DEVICE. 4113E FKAY n,,,,201, 5 2" DOMESTIC WATER ENTRY F.L. ELEVATION 769'-3" EXPIRES 06/30/2015 _ I 1-1/2-CW FROM V U 0 2 RPZ-1 IN RISER ROOM 6" FIRE WATER SUPPLY r -------------- ----------------+, l an "a y' LEAr _ 2 VT REFER TO CIVIL FOR CONTINUATION. HEAT TRACE CABLE SHALL DE INSTALLED ON i ALL WASTE AND PUMPED DISCHARGED PIPING _ SERVING_EXTERIOR DRAINS TO A DEPTH OF 4"W OF , I.. 3/4"IRRIGATION" UP TO 4 1/8 _ _... .... _ 4'-0" BELOW GRADE TO YCO , I__, _ RISER ROOM: ------ �._. �.- r' DUPLEX PUMPING SYSTEM ,.,9 s �� ,�� 4„W UP ��`,b � i �"CW UP TO nm ��� ''-'-- -8------------------ T"W UP 0 -1 r 0 F- CONTROL PANEL WITH INTEGRAL, 2" PUMPED T ��- RISER ROOM Uj MAIN LOCKABLE DISCONNECT: 6" DISCHARGE 2'V UP I ,/ 2'U UP V) r-- - - - - - - - r - PD------- -PD-----------PD- +--- - I I 4"F UP TO F.L. ELEVATION I Z - - SSD - - - - - $ - FLAT (PERFORATED PVC, TYP.) -- - -_- r------------------ 2" PUMPED DISCHARGE UP (DISCHARGE r r--- = /2� - - -rr ,,/RISER ROOM r ------------------ 81 -5' I O I ------, I _..... -. ' L 1 i i i .. TO HUB DRAIN IN MECHANICAL ; (2)3/4 CW UP I I --,-------------------F------------r ------------------ - - - - -I- - - -F- - - - - ------------------------ 10 I I FROMRE UP SSD- - - - --- -_ T vi U i I , i- , I I : 1 3/4 YARD, REFER TO P2.01) 1 I I I _ 3/4” i -r - - (l i I INSTALL PEEVE:.A Y , 1 , i , , W 4 , - EM_-_j �- 1- FLAT (PERFORATED PVC TYP.) 6�� a u I Z 1 ---------------------------------------- ------------------- ---- --- --------------------------------------- ---- --------------------------------------- I I �------- ------- -MIN1Miffuf OF-S' B.F.G. (TYP. ----------------------------------- ----+. L--------- ---------------- ------- ---------------------- -------- -- L-----------------------------------------� }3 L-- -- ---- — I I 1 I SUB-SOIL DRAINAGE I WATER TIjCHT: TOP OF FOOTING I. - ;; I <i. v~i �"W' UP TO I 6.. I : 1 I 16"PERF-PIPE TYP. I I I " I I I 1 LINK SEAL I I 11 II B-1 , ;__�- FLAT (PERFORATED PVC, TYP.) ( ) I I I ELI 6 , -!-$-_ — / AT 82'-2.75' (TYP.) , „ U z0 -SSD- - - - - - - - - - - - - - - - t - I I - -� - - - - - � - - - - - - �PIPING - - - - - -SSD- - -r - I I - -1- - - ... .- � .- ..r - - - - -� - - - - SSD- - -+ � i- '- 'T HB-11 J I II = U I ►. I 1 h , -----� 1 II ( ?„ Z - I I- v� LU _t I:.. I I I W __ . ..... .. :_. 1 I I , .._..... 4!t III - Z tI1 L_---.J ....._.............. .. .._-....... ...-.. ._ .. _ .. . ..... L--.--1.. ...-.... .. .. .....- .._......._....-._.._. -_----____ L____J ------ ...L____J �- - -------- ---1-------------, ----.-------------------------------- - ,---------------------- r -------------- ------------- - -------------� ------ r u -_ rr--------------T- TER TIGHT -- - I u O w 1 F.L. ELEVATION i ri i I .. `n LINK SEAL i I I i i " , , I o " I I i - I 81'-8.5 I ' ' I _ _ -.--__J - L-------------------J ._ .. "+� 1/16 /FT. N L-------------------J .... .. .. - -. - L--- ---- .--. ----� . 1. _ ;... SLOPED � -SSD- - - - - - - -� - - - -SSD- �-� - ? '-■ - - - - - - - SSD - - - - - - - - - - - - - - - - - - - - - - SSD - - - - - - Q - - - - - - - - - - - -SSD- - - - - - - e , , 6"PERF-PIPE J TOP OF SPREAD FOOTING I ' 0 0 6 PERF-PIPE 1 I 4 AT 80'-8.5" (TYP.) 1 i i I o co c�i „ r r 4 ROUTE 2" PUMPED i 1 I 1 I DISCHARGE PIPING WITHIN I I I ,� I r- ry 1 1 I N FLOOR TROUGH , 1 1 N I (REFER TO STRUCTURAL) I I •� 1 DRAWN: EMB _PERF-f`IPE 1 I •` c� Crawl Space F.F.E. 150'-9" i 6.. I CHECKED: SBB I 1 106 No: 1314 1 I 1 INSTALL TOP OF GRATE 1/8"/FT 4' 1/8"/FT I I i , AT 1-1/2" B.F.F. I I INSTALL TOP OF GRATE 1 i 1 I SLOPED GROOVE IN SLAB. _ `'-• . SLOPED GROOVE IN SLAB. i I AT 1-1/2" B.F.F. I I I K ,Faw I REFER TO STRUCTURAL. (TYP.) �-- REFER TO STRUCTURAL. (TYP.)� i I F.L. ELEVATION AD-1 iii i 1 I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 6"PERF-PIPE - - - - - - — 1/16"/FT_SLOPE DN 81 =8.5 II ' i fifi4 I i E - - -SSD- - � - - - - - - - - - - - - - - - - -SSD- - - - - - - - SSD- - SSD - - -SSD- - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v i 1 1 4 CB-1 6"PERF-PIPE 1 i SSE-1 2 i > 'Q I I 1 i 1 l ;- wl I I o f i TOP OF FOOTING 1 0 1 1 ; Jensen / Fey AT 82'-2.75" CL 1 i (TYP.) 1 1 I I Architecture and Planning 7730 LEARY WAY NE ~1 11\ BOTTOM OF vV)I ' ~ I I I \` .FOOTING AT 1 SWE-1 �. :.__...__ ._ ; i�i I ; REDMOND, WA 98052 I I I (TYP.) I BOLTED MANHOLE COVER WITH GAS I 1 1 I ��. TEL:42 5.216.0318 FAX:425.216.0329 81'-0.75" TYP. TIGHT SEAL. MANHOLE SHALL BE o , F.L. ELEVATION II FLUSH WITH SURROUNDING FLOOR FOR o N SSD- - - I In I ( ,. 1 <n 1 81'-6" 1/'- - ACCESS TO SUMP. ALL PIPING , cn , 4 F UP 1 i SERVING SUMP SHALL BE INSTALLED I 1 I ( TO FDC-1 F.L. ELEVATION ( F.L. ELEVATION APPROX. 80'-4" I BELOW GRADE. 1 r - .\ I 6"PERF-PIPE1/16-/Fr. i 1 - .g. - 6"PERF-PIPE 81'-8.5 I I - L- 1 ' � - SLOPE DN 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- •- •• - - - - - - - - - - - - - - - -SSD- - SSD- - - - - - SSD ■- - - -- -SSD- - - - - - 1 I r--------- -----� r-------------------� _....__ r-------------------� t°-------------------� 1 I I I I 2"1., UP I I _ .. is E - -SSD- - -. ,-I. � - - - - I TO FD-1' 4"W UP 2"SD(PD) B.F. �--2'Y B.F. r-- -- ------- ----- 1--�2'7P UP ---- -- I--- - TO_WC-2------------------------------L-------------------L----------------------=-= ----------------------J--------------------I I I ' - -------------- 6"RD UP ------------------------------------------�- ------- ------- L------------------=-------------- ---=----- - � I ._I__.....__ 1_.:. _ I _ I __. I I t CO I I 4 I I I I I 1 I I 5 s I CO - I - I 1 I I - - - - - - - - - - I I I I - - - - - -SSD- - - - t+-----1-----4-- --------------- 4"W - 1 - _ \ - -I - I 1 SSD- - -I I >.: I T- �. I I 1 I FLAT (PERFORATED PVC, TYP.) "� I I I 1 , 6 6 PERF-PIPE , ,. I I I I I I I I I L... I I 4 BWV-11 I , 4 W UP -__-J I I_____ L____J , �- __� ___ t._ ___ . _ _._._ _-.._...-.___._..__ .._------- L_ iI r------------.--------------- -- - - ----r- -;-----1 - -- ---------------------------r---- --------} --- -r----------------------- - ----------------------, -------- -----,------------------------------------------r--- - ------------ ------- -------------------- ,. , r;: 2"V ,UP 2 V UP r I - �/ _ , _ - 1 , , _...._..-........ 1 , _... _.__... ....__...._.. F.L. ELEVATION O I I I I - - -F-LAT-(P-ER - 165'-0" I . I I I S B-SOIL DRAINAGE I , I - - - •I- - - - - - - - -., - - - - - _ - -I I - 2'W UP, I I i PIPING (TYP.) i I i — I FLAT (PERFORATED PVC, TYP.) 6�� - - L-------------------J L_ ---�-------J -------------R AT (PERFORATED PVC, TYP.) WATER TIGHT - T ---------_J i I L___________________J I 4"W UP \ LINK SEAL 6"� II I I � " I I I ( 4 \\ 2"V U.G. ro- 6to \\ I N 6"SD UP_/N I I I I \ 4" N TO CB-2 � o8" I -- - -........ 4"W UP . . I J_-'---=-------� 1/8"/Fr \\ 1/8�FT �TO p�Q V 8" STORM DRAINAGE TO ------ ----- ---�----------- ---------------------- -------------- -------------------------,--- ------------ _0 COLLECTION SYSTEM. 4"W UPJ' 4"" q" 6" SANITARY SEWER TO F.L. ELEVATION 164'-9" B.F.F. TO � WASTEWATER SYSTEM. Q REFER TO CIVIL FOR CONTINUATION. PLUMBING PLAN - CRAWL SPACE F.L. ELEVATION 5'-4" B.F.F. (163'-0") Scale: 1/4"= 1'-0" REFER TO CIVIL FOR CONTINUATION. Q � s a KEYED PLUMBING NOTES: 0 O1 CONTRACTOR TO COORDINATE EXACT LOCATION OF STORM WATER EJECTOR SUMP PIT WITH ARCHITECT AND STRUCTURAL. CONTRACTOR SHALL ALSO VERIFY ■> V LOCATION OF EXISTING AND PROPOSED UTILITIES IN THIS AREA PRIOR TO EXCAVATION. I GENERAL NOTES: O r 2 CONTRACTOR TO COORDINATE EXACT LOCATION OF SANITARY SEWER EJECTOR SUMP PIT WITH ARCHITECT AND STRCUTURAL. CONTRACTOR SHALL ALSO VERIFY pp M LOCATION OF EXISTING AND PROPOSED UTILITIES IN THIS AREA PRIOR TO EXCAVATION. 1. REFER TO PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL INFORMATION. (,/) LLU N (� PROVIDE NEW WATER TIGHT SEALS AT ALL PROPOSED BEAM OR WALL PENETRATIONS. Lij 2. REFER TO RISER AND EQUIPMENT CONNECTION SCHEDULE FOR ADDITIONAL SIZES AND ROUTING NOT INDICATED ON PLANS. L- U �4 NOT USED. Q 3. COORDINATE STRUCTURAL BEAM PENETRATIONS WITH STRUCTURAL. SLEEVE AT ALL PIPING PENETRATIONS. SUBMIT TO STRUCTURAL v 0 -o 0 0 FOR APPROVAL. REFER TO STRUCTURAL DETAILS FOR HORIZONTAL AND VERTICAL PENETRATIONS OF GRADE BEAMS AND SLAB. O c oN ,,, OTIE-IN PUMPED DISCHARGE LINE TO TOP OF GRAVITY FLOW DRAIN LINE. UTILIZE A WYE FITTING TO DIRECT PUMPED FLOW IN THE DIRECTION OF THE E '- 4. ALL SUB SOIL DRAINAGE PIPING SHALL BE PERFORATED SCHEDULE 40 PVC SLOPED AT 1/8" PER FOOT MINIMUM UNLESS GRAVITY FLOW. o �, 10 OTHERWISE NOTED. Lr) u X N m O6 NOT USED. n �y v ,� ;, N L' (0 0 v Ln mechanical - electrical - plumbing Y o in io Q a u. � SHEET: ssoc a es Consulting Engineers 8217 Shoal Creek Blvd Suite 100 P200 Austin, Texas 78757 512-407-9011 512-407-8287 (fax) 0 2 N 8 ���D PROFFs O �INEP/2 1-1/2"CW DN 4 L� 8961 E� (� } __ ._._ __.-----._—._-_-___._.._._.._ -.._.___..___,_.._—.._.___.___..-_-�.- GON ZOLFI� 0,9 BER �P f i MVF Y KA ' 4 s F`` y EXPIRES 06/30!2015 ....._._._ t , .. ...... ........ ......... — (45 PSI)rPRV 0 - , . � LURPZ- _1 1/2"CW DN +fZ 5 2 3 4"CW DN 4"IRR G TIO DN 5 O 12 2'V bN2"CW DNN U 2"W(PD) DN 1--ALARM Z 4"F DN O f- _ c �, U O _ F _ c FI 2 4 D 1 14 IB-11 10 AV 1 �4 DN EDGE 0 RE.RISER z U n _ O HB 1 _ ZC 1 Riser Rm STRUCT AL BELOW o E- F 6 TP 2 v� LU FIRE RISER :.._ . . .,i - - - -- -- - ° Z -1 U O > DDC , F n vUi _.._. . 115 I 11 4 FS LU 0Cf- ........... ..... . .. ....... . . .... . .... . . . Ln FIR �- E PROTECTION S FHV-1 APPROXIMATE LOCATION ALARM VALVE ROUTE PIPING S FHV-1 F O o AND BACKFLOW DEVICE E OF SERVER RACK E HIGH AS POSSIBLE (REFER TO ELECTRICAL) BELOW LANDING o 06 N PIPING BELOW WALKWAY � , 0 0 L __Uri 3/4" SLOPE . DRAIN Stair 2 Stair 3 113 SUSPEND CUSTOM 1" DEEP GALVANIZED PAN ABOVE SERVER RACK. COORDINATE 105 i EXACT SIZE WITH FINAL RACK SELECTION. 1 t 9 2"CW UP DRAWN: EMB CHECKED: SBB ? — 2.. 2W P_/ .,..-v,. Recept Cash Rm - 2" Vestibule 103 (ABOVE CEILING) 4 ; �• - Flex Rm 1 104 109 Wc0 4 } Jensen / Fey Architecture and Planning WITHIN WALL' 7730 LEARY WAY NE i REDMOND, WA 98052 ol TEL:42 5.216.0318 FAX:425.216.0329 01 , {. FDC-1 ✓ Toilet 1 ' TP-1 r TMV-1 LV-1 c ry - ----41 Reception p WCO 3/4"HWR UP DSN3/4-HW UP -1 14- COD UP 4"W UP 2"CW UP _,.-_._ ... _,. .... . . _ ._ _.__......_._..._........_...._._... _.. _ .. -._.... _ ., .._. .- 3" V UP -�{-� 6-RD UP/ON Sales Hall WCO 4"W DN M RELIEF PORT FOR STORM WAT EJECTOR 1 P P I DISCHARGE PIPING. PROVIDE 180' GODS NECK WITH /2"T U My OF TICARD INSECT SCREEN AS REQUIRED. DISCH GE SHALL 106 3W UP 2"W UP 3"W UP PJMWED FOR CODE COMPLIANCE N BE A MINIMUM OF 12" A VE GRADE. 13 DSN-1 _ T0 FD_1 2"V UP 2"V UP TO FD- __..-__.._......._.. ._.,___ _ _ .._.. -- T _ _._ ._. 2"W UP l o 1 2"W UP 2"V UP `F1117t_ SPN_ 2ry 3 W UP UP C1ri>!�t i�= O 4" .� TO MS-1 4" Address! 0 cot Satte#1 . _ _. .. _ - 4"1N UP --__._ / _ YCO `' ' `' I•- r— OO Oo 0 _ s DYCO Q �} 2 0 .> U 0 PLUMBING PLAN - LEVEL 1 w — Copy 1 r W VaCL Scale: 1/4"=1'-0" 0 J •': J Q GENERAL NOTES: DRAWING NOTES: U .� 2 n N to 1. REFER TO COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL INFORMATION. �` � '>U o O INSTALL ONE REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER ON WALL IN AN ACCESSIBLE LOCATION IN ACCORDANCE WITH LOCAL AUTHORITY l _ �� C u v 2. COORDINATE PAINTING REQUIREMENTS OF ALL PIPING AND SUPPORTS IN EXPOSED AREAS WITH ARCHITECT. REQUIREMENTS. ROUTE RELIEF TO ADJACENT HUB DRAIN. , — a v N Ln E 3. SUPPLY AND INSTALL RECESSED KNOX BOX. COORDINATE LOCATION AND REQUIREMENTS WITH LOCAL AUTHORITY HAVING JURISDICTION. 8O CONTRACTOR TO MAKE FINAL NON-POTABLE (NPW) CONNECTIONS FROM RPZ TO MAKE-UP WATER CONNECTIONS. CONNECT TO EQUIPMENT PER , Cfl . DRAWING NOTES: MANUFACTURERS RECOMMENDATIONS. - plumbing O M N mechanical - electrical lumbin 2' � t M n— .� r cntDQaU_ FIRE SPRINKLER PIPING TO BUILDING. (1 NO PLUMBING PIPING SHALL BE ROUTED THROUGH THIS AREA. 10 TEST/DRAIN ISOLATION VALVE IN OVERHEAD PIPING IN ACCESSIBLE LOCATION. � �2 EXTERIOR HUB DRAIN, WITH 4" TRAP, SHALL BE INSTALLED 6" ABOVE GRADE IN A CONCRETE PILLAR. METAL FLASHING SHALL BE MOUNTED OVER INDIRECT I SHEET: DRAINAGE PIPING TO KEEP RAIN OUT OF SANITARY SEWER SYSTEM. 11 FIRE SPRINKLER ZONE DRAIN DISCHARGE TO FLOOR SINK. 3� TERMINATE VENT A MINIMUM OF 10'-0" ABOVE FINISHED GRADE. PROVIDE CAST IRON VENT AND SUPPORT PROPERLY, AS REQUIRED. 12 PUMPED DISCHARGE WASTE PIPING SHALL BE INSULATED AND RECEIVE DIRECT BURIAL RATED HEAT TRACE CABLE TO 4'-0" BELOW FINISHED GRADE. HUB ssocia es DRAIN TRAP SHALL BE INSULATED AND RECEIVE DIRECT BURIAL RATED HEAT TRACE CABLE. Consulting Engineers O ALL EXTERIOR DOMESTIC WATER PIPING ROUTED ABOVE FINISHED GRADE TO RECEIVE HEAT TRACE CABLE (FREEZE PROTECTION CABLE) AND ALUMINUM g g JACKETING/BANDING. COORDINATE WITH ELECTRICAL. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 13 ELEVATOR SUMP PUMP DISCHARGE LINE SHALL BE ROUTED TO DOWNSPOUT NOZZLE AS INDICATED. PROVIDE AND INSTALL LABEL ON WALL ABOVE DSN-1 STATING "ELEVATOR SUMP DISCHARGE". �©w'tC.•,I-,b �.f-�yL y U ��.!`,�I p- ,!� 8217 Shoal Creek Blvd O5 ROUTE SPRINKLER TEST DISCHARGE THOUGH EXTERIOR WALL. Suite 100 P 2 1 14 PROVIDE 4" THICK 40"L x 24"W CONCRETE PAD.O Austin, Texas 78757 CONNECT 1/2" COLD WATER LINE TO COLD WATER MAIN TO SERVE TRAP PRIMER. TRAP PRIMER TO SERVE FLOOR SINK AT FIRE PROTECTION ENTRY. A 15 REFER TO IRRIGATION PLAN BY CIVIL ENGINEER FOR ADDITIONAL DETAIL ON THE IRRIGATION COMPONENTS (BACKFLOW PREVENTER, METER AND CONTROLLER) 512-407-9011 THAT ARE TO BE INSTALLED WITHIN THE RISER ROOM. 512-407-8287 (fax) _ 1 _ v "' DPROFFs v f ra i 4. ': �: i I; Sx* t:'4. 0 f -. ...._ G I N E�sy L 8961 FE C OREGON o� �o 0,9�EMBER 1 �Q� KAY 2015 EXPIRES 06/30/2015 Stair 2 Stair 3 FIRE RISER 216 FIRE RISER F 206 F - 2 1 _.._ __. ._.._..._ _-_. _ _ _. ....__. __. _.... .__._._. ___ . _._- _ . .. ... .. ...... - _.._-.--_ . .. _-. -- -.- -. - _ - - _..__.. --.._. __.-----. _..... _._ -..---...... _._._ __.. .. _ __._.. . ... ...__....._...... ... _.._ ...__ _- .. ... - --.__. . -- --- . . _. ..__ .__..._. _...... _ _..... .. _-.._ _ - - - - B w v7 Social Media L u x z O F- t z Flight Prep = oz 13 -CW DN o ♦ : � 2 U (TYP.) ♦ :: ♦ UP/DN _-. --... ` ' c vUi Z t/� ... O > ♦ ,�, u w c} U, t► 2"W UP 0 0 Flight Controls , o r\; 3"W UP / TO FD=1 225 0 0 4 U_ - c55 ( U_ �.Fy „' 2"V UP 2"V UP 2"W UP t Flight Chamber 1 SPRINKLER HEAD 1 2"w uP �- 224 (TYP.) DRAWN: EMB VIP ♦ / Gear Up 4" CHECKED: SBB No: 1 314 3"W UP 10 .E To FD-1 Merchandising 13 4'W UP irk f TO WC-1 219 (TYP.) 2"V UP 2"W UP STRUCTURAL MEMBER4 = OVERHEAD (TYP.) :x.s,s5�tw�"3, 2'V UP 2„W UP 4" LL. Jensen / Fey 4 1 we-1 V �. 2" WASTE wco 141 Toilet 3B Toilet 3A Laundry C WITHIN sK-2 ✓ 227 214 203 Architecture and Planning WALL ._, __ P 8 77 LAY WAY NE ._.. REDMOND,NDWA 2 U TP 1 1 _ V-1 V— S TMV_ REDMO 98052 _.._ _ _ _ __. __ TEL:425.216.0318 FAX:425.216.0329 TMV-1 SV-1 LV—1 r� 3/4"HWR UP/DN o cj;: v-n F F F F . 3/4'HW UP/DN . . i� 2"CW UP — = " APPROXIMATE LOCATION OF 12 c�- i+� -- — -- I+ 2 CW DN -+— ------ — -� :r--------- 4"W DN - LobbyMAIN SPRINKLER PIPING 2'W •� 3/4"HWR UP ::" 4'V UP/3'V DN 6"RD UP/DN ABOVE CEILING (TYP.) WITHIN`1(IIALL 3/4-HW UP 1„" -. �: 6"OD UP/DN 217 Stair 1 ( `. 3"V UP t 2, W E 2"CW AST 201 . . .... . CEILING -- SK-1 ABOVE CEIL �� . _...... _ \.\T - - —►-3 - T , CO �, - - - 3"S I � T 3FD i � �, I --tea s ... 1 2" J 3 FD—'1 I 2 i TO D WITHIN WALL © 3 AD-2 FD-1 WC-2 I s 7 3„ s' 3 _. ........... _ ........._ __.... _...._ .. 2"W D _ -WC-2 - -. . 0 ._.... _. ------_ - . ...._ _ _ w6 2 __. - ---- - - DN Classroom V MS-1 \-2'V DWH-1 6 202 TMV-2 CP-1 N N k ... o d Q GENERAL NOTES: 1. REFER TO PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL INFORMATION. 0 PLUMBING PLAN - LEVEL 2 1 Scale: l/4"=1'-0" DRAWING NOTES: N s O1 NO PIPING EXCEPT SPRINKLER PIPING SHALL BE INSTALLED ABOVE THIS AREA. C Q O2 PROVIDE WATER DETECTION SENSOR BELOW SINK AND CONNECT TO AUTOMATIC SOLENOID SHUTOFF VALVE AS INDICATED. o > ._ oC J - O3 PROVIDE WATER DETECTION SENSOR ON FLOOR BELOW WASHER AND CONNECT TO AUTOMATIC SOLENOID SHUTOFF VALVE AS INDICATED. �> O4 1/2" CW WITH ANGLE STOP VALVE IN RECESSED WALL BOX. MAKE FINAL CONNECTION TO REFRIGERATOR ICE MAKER. COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECT. Ise on m OPROVIDE 16"X16" STAINLESS STEEL ACCESS PANEL 12" A.F.F. FOR WATER SHUT—OFF VALVES. COORDINATE PAINTING REQUIREMENTS WITHWN ARCHITECT. LU O J INSTALL WATER HEATER ON WALL SUPPORT ABOVE MOP SINK. O O7 V PROVIDE WATER DETECTION SENSOR IN WATER HEATER DRAIN PAN AND CONNECT TO AUTOMATIC SOLENOID SHUTOFF VALVE AS INDICATED. O J � 41 21 n N v1 O8 PROVIDE ISOLATION VALVE WITH SOLENOID IN AN ACCESSIBLE LOCATION ABOVE CEILING. (� 0° � > l�9 CONTRACTOR SHALL TIE—IN HEAT TRACE (FREEZE PROTECTION) CABLE TO ELECTRICAL JUNCTION BOX AT THIS LOCATION AND INSTALL HEAT TRACE Ll1 � CONTROL PANEL (THERMON TC-101A OR EQUAL). COORDINATE EXACT LOCATION WITH ARCHITECT AND ELECTRICAL. CIRCUIT SHALL SUPPLY ALL v F- Ln ri o v r HEAT TRACE CABLE FOR STORM DRAINS, PIPING AND DOWNSPOUT LOCATED DIRECTLY OVERHEAD ON LEVEL 3 AND LOWER ROOF. Q > rn In o x mechanical - electrical - plumbing o :3 = 10 TRANSPARENT HIGH IMPACT GLASS FLIGHT CHAMBER ENCLOSURE SHALL BE PROTECTED BY THE AUTOMATIC SPRINKLER SYSTEM WHICH SHALL '— '— "00 Q ° " COMPLETELY WET THE ENTIRE EXTERIOR SURFACE WHEN ACTUATED. SPRINKLER INSTALL PLACEMENT SHALL COMPLY WITH REQUIREMENTS LISTED WITHIN NFPA 13. SPRINKLERS SHALL BE INSTALLED BETWEEN 4 AND 12 INCHES AWAY FROM THE GLASS AND SPACED NO MORE THAT 6 FEET APART. SHEET: 1 11 TERMINATE DOWNSPOUT NOZZLE 12" ABOVE CANOPY ROOF. 12 ssocia es SUSPEND REMOTE CHILLER FOR DRINKING FOUNTAIN ABOVE CEILING. ROUTE DRAINAGE FROM REMOTE CHILLER TO LAVATORY TAILPIECE. PROVIDE WYE—FITTING ON LAVATORY TAILPIECE FOR DRAINAGE FROM REMOTE CHILLER UNIT. INSULATE P—TRAP, TRAP ARM AND ABOVE FLOOR HORIZONTAL ConsultingEngineers SANITARY PIPING WHERE RECEIVING CHILLED DRAINAGE. g 13 FIRE SPRINKLER PIPING WHERE EXPOSED SHALL BE INSTALLED AS HIGH AS POSSIBLE AND PARALLEL TO NORTH—TO—SOUTH STRUCTURAL MEMBERS 8217 Shoal Creek Blvd P2m2 WHERE POSSIBLE. Suite 100 Austin, Texas 78757 512-407-9011 512-407-8287 (fax) - - - -- - - 0 N PROF G 1 N Fs� 617E � 89 E. � ' 9 a Z OREGON a 0 20 f O9 �MBER��' KAY EXPIRES 06/30/2015 FIRE RISER FIRE RISER F 2 B poor _... _ ..._.... ... . _._...-. - _... _.. _.. FHV-1 FHV-1 w St 3 Stair 2 Stair Team Rm 2 .. 321 ", 305 306 p � Flex Rm 2 z 0 312 ........__._ ..._...._... .. o 2"CW DN � N �w __ _..._ � 0 ..._. ..... . ... w W U � Men BALANCING .......... .... —2 t 316 _ �r u, �a ,— _ .-.. � o O N 5 6 o co r\i TP-1 2'— TP Corridor Break Rm 2" I o 0 UR-1 LV-2 LV-2 %' : 309 3/4 I j B „ FW—C_ WCO r a 307 3/4" I Q N Team Rm 1 T .. 1 * I I 1 l: .. .._..., ..: Women : 304 ( I DRAWN: EMB !. BALANCING 1 1 ' 3/4.. 317 3/4,, VALVE - 1��' � CHECKED: 566 (2-REQ,D) I JOB NO: 1314 ©3 FD-1 TMV-1 �� TP-1 Hall LV-2 WC-1 (2-REO'D) WC-2 _ .---_ _..-_. _...... .._ _..... 3 _.... „ r 2 ; fill 7 c+�,- -++---F+-- --i-f 2 _I 3/4" 13" Office 3/4„ sK-3 ,� I _ __ _ __ IJensen / Fey2 . . ...... .. Mana er �,._. . ..... _ " DN 3/4" 9 j Architecture and Planning BALANCING 6 RD_ON I 6"OD ON 3/4" 2"W DN 303 ( 7730 LEARY WAY NE VALVE ----- --- 3/4„ 3/4,. 2„ _ ---- -------- ------------ �� REDMOND, WA 98052 � I+D TEL:425 216 0318 FAX:425 216 0329 _.- ,.. 3"V DN G + i OD - - OD - - - OD 3/4"CW UP I tom`3/4"HW DN 3/4"HWR DIN G I RD RD ; RD TO RH-1 I t 3/4"HWR DN 3/4,•HW DN I 6„ 6" 4 4„ _ ! v 2"CW DN _ _ __ ° o CEO a ....2"CW DN ! 4"V DN o o ! o 302 4"OD UP Lobby TO OD-1 4 j 4 1 301 4"OD UP TO OD-1 Patio t/) 4" V.T.R. 4"SD UP ,. . __ . .. ... _ .. __ __ _ 4"SD UP � TO RD-1 TO Bp=L 313 4'V UP V _ ........ _ _ _ _ _-.. _ __ U M Q N � v m � V k 1 PLUMBING PLAN - LEVEL 3 & SERVICE DECK ACCESS GENERAL NOTES: O Scale: 114'= 1'-0" 1. REFER TO PLUMBING COVER SHEET FOR SYMBOLS, ABBREVIATIONS, AND ADDITIONAL INFORMATION. _ L_ DRAWING NOTES: 0 (1 NO PIPING EXCEPT SPRINKLER PIPING SHALL BE INSTALLED ABOVE THIS AREA. rn w O1/2" CW WITH ANGLE STOP VALVE IN RECESSED WALL BOX. MAKE FINAL CONNECTION TO 0 a s REFRIGERATOR ICE MAKER. COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECT. O OPROVIDE 16"X16" STAINLESS STEEL ACCESS PANEL 12" A.F.F. FOR WATER SHUT—OFF VALVES. 0 COORDINATE PAINTING REQUIREMENTS WITH ARCHITECT. J OPRIMARY AND OVERFLOW STORM DRAINS SHALL BE INSULATED AND SHALL BE WRAPPED WITH -� HEAT TRACE CABLE TO 2'-0" BELOW ROOF LEVEL. HEAT TRACE CABLE SHALL BE INSTALLED IN DIRECT CONTACT WITH ROOF DRAIN BODIES. REFER TO SHEET P2.2 FOR HEAT TRACE ELECTRICAL Q 00 m POWER SOURCE LOCATED WITHIN LAUNDRY ROOM. z n w O5 PROVIDE DUAL SUPPLY STOP ON HOT WATER SERVICE BELOW SINK FOR DISHWASHER LL.I CONNECTION. LOCATION OF SHUT-OFF VALVE SHALL ALLOW ACCESS WITHOUT REQUIRING L L1.1 U v DISHWASHER REMOVAL. 0 O6 CONNECT DISHWASHER DRAINAGE HOSE TO SINK TAILPIECE. INSTALL DISHWASHER DRAIN AS HIGH O v -2 o o AS POSSIBLE TO UNDERSIDE OF COUNTERTOP. �j E L `co •� , X � v Ln /.� f1 N N I„f 1 N I— Ln mechanical - electrical - plumbing L L Q 1 O ' t rd IZ Ln Lo Q a LZ • ® SHEET: ssoca es Consulting Engineers 8217 Shoal Creek Blvd Suite 100 p2m3 Austin, Texas 78757 512-407-9011 512-407-8287 (fax) N 9.54 O 2A '2M ;, 4 2 PR o C,1N, w- 89617PE 19 20 OREGON 0 4 E KA r18-2015 EXPIRES 06/30/2015J ............... ....... ............ ........... ........................... ........................ ........................ --------- ............................... ------ ....................................................... .......... ------ ------- ------------- 77' r ....................-------- FIRE RISER ----------------- ......... ---------- ------- ----------------------------------------- ...... ........... -------------------------------- ------------- ------ .......... -------- --------------------------- ------------------............. ----------- --------------------------------- .............. 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Jensen / Fey J.: -------- .................. ---------------------- ........... ......................... ............. Architecture and Planning ----------------- ------------------------- 7730 LEARY WAY NE (DJ/ ------ --------- REDMOND, WA 98052 ............. .................... --------------- ------------------- -------- .... .................. TEL:425 216 0318 FAX:425.216.0329 R -0" .12' R.12'-0" ........... A FT rR-D�—1 4" V.T.R. .......... . ........... ....... " 0/- ------------- 4V UP ........------- ............... --- ----- . --------------- ------- ----------------------------------------------------------- ---------------------- -------------- rn 10 PLUMBING PLAN - PENTHOUSE LEVEL 114" 1'-0" GENERAL NOTES: rn (3) n-1 > 1. VENTS THROUGH ROOF TO BE LOCATED A MINIMUM OF 12'-0" HORIZONTALLY AWAY FROM OUTSIDE AIR INTAKES. 0 2. REFER TO RISER AND EQUIPMENT CONNECTION SCHEDULE FOR ADDITIONAL SIZES AND ROUTING - NOT INDICATED ON PLANS. L- DRAWING NOTES: 0 (D HEAT TRACE CABLE SHALL BE INSTALLED ON ENTIRE STORM DOWNSPOUT AND GUTTER SYSTEM. REFER TO SHEET P202 FOR HEAT TRACE ELECTRICAL POWER SOURCE LOCATED WITHIN LAUNDRY 0 ROOM. REEFER TO ARCHITECTURAL DETAILS FOR ADDITIONAL INFORMATION ON GUTTERS AND < 4-J DOWNSPOUTS. 0 NO PLUMBING OR FIRE SPRINKLER PIPING SHALL BE INSTALLED DIRECTLY ABOVE THE FANS. CL co re) Lf) Z LU LU U _j 0 V� 0 '2ED U) E 2� r1j Q110 V' C) '0 r, 'P > U MIr 4,� X. 2! -M :3 Q) (D 0 LL >,rn mechanical electrical U plumbing V 0 ui k.0 < 'M Li CL SHEET: ssoc a esl, Consulting Engineers 8217 Shoal Creek Blvd ssoclia Pmizo [P2 4 Suite 100 Austin, Texas 78757 512-407-9011 512-407-8287 (fax) _ - - - - I. 0 N �Ift .�t PRO,cFs O ss� ���C�OIN�L{ cf'1 a 1 s J , _ L� 89617FE ,. - ,_ . ` ZO OREGON o 4 ,"a 4 s F - v9` >�`.91 t.4 � � . 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Iti ` DRAWN: EMB } i ' '% CHECKED: SBB I = Job No: 1 314 r �'Y, �. ``: . i� I . £ "- . r :a �i 1� . . • --w. tJy j - �p'`. : : I n n F , __._..._.....__. ___ __ _._._ _. _ _ -_ _ _ T.__ _-._ r Yn..__ ._ _.____.-- _ __._..._r___.�_____._ , _ -.. -._ _.-_._ . _ ___ _._ ___,._ . _ ..__.____-_ _.__..__.___. _ �__-_ _-.._-_.-.- . _......___..�.-.� -_ .._- .-.- _.w..._-_ - _ _._.._. ._.. _ e se e - - .� ;_._ ...... ,--,-- � - Arc Planning g _..__....__..----.._..-- - _...-- --...... -- ..... .. _ .---..--+. .... ...-_. ._.._._. Architecture and Plan 'n ____ _..__.___.... _ _____-.__._____ .. ._ --..._..._.__ .... _._.-.-._ -.._.. ._-.... . .____ _._ 7730 LEARY WAY NE . - _...__.._._._........._.._... -.........._...... _. ..._.._..._ ._.__. _ _ — - - . _._._.. .. _ . .- - - REDMOND WA 98052 ,- _ _:> 1 - <. __ . :::. - - - -- _.-_._._, ., ,- f --_._ —..._......_.... . _.... -- .. .. .........................._..... -. _._ .._ r TEL:425.216.0318 FAX:425.216.0329 ....... ......_ .__- _-- -._._...-----_--._...._._......._.... -...---.-- ... _..- ..- --_ . .. -•----... -..........--------------- --- __ - - -----' .--......_..--_ _.. _._._.-----..- -------------.. .-----•- . -..- - ---- ---......_._..._...------------... ___.._..._. .. . . - __. _ .Is „._ �_ __ - . _ . . T . ,' . - . . . .. .. ------------------- ._....-- ... . .. . . . ... ._ . - . .. ...... ..-..-----•'---.. ---.----.--- .......--- --_-..---------------------------.. .__..._.- ... . . . . . . .... _ .. .......... -.. _.._.- . . .. _ _ . _... ....... . ........ ....... ................ .. ........ ... . . . I1. . atn• , ROOF DRAINS ON LOWER ROOF. " ' 1 L'n - - ;-U ROOF DRAINS ON LOWER ROOF. REFER TO SHEET P2.4 f REFER: TO SHEET P2.4 _ ..... --..-.. .-_...._ _...-____--_. . ..... . 1i8 §-'. A . J! 4" V.T.R. �- - 4 VTR _ o - ............. -- _ ..------.---..----.-'--.-.--1- -------------'--'---.-._.._.._ _ ...--_---.--..---.-----.—._..-._--_._...-_.. .-.-.-.-.-----...._..-,....--.-.-------.......-.---------'-----.-----.--.---.--.-----.-----.•------. --- -------- - - -- ----- ._ _ . -----'--.. .._..._. --..---_.--..__.-...-------.--.----.---.----..--...-----. --...-.--- .._ . -- - -' - - --- ._ -- - - . _.. ._ ._...----•-- -- .. . ... ... --11-1.. -......-- ------'--• - - ----- ---- --- ---------...... .. ........ . - t �? . C _ m ('V ._.-_.--------_------'--- ---_...._. ._._..__..... - --_ ....--- -...._-._.....-----.--.. .._. ._..-.-..-... ---------- - - ------------'--------'--.-'-'--------------_-_.-.---- ._ . ....._. _ _ . .._-...._..,--.----'-----.-..------.....--..---..I.._._._....-------- _-.........._..... I`. ; _...._...__ : G _.__. ..._- - - ---z. - - - - - 0 ..:....... ... . O 0 1 PLUMBING - ROOF PLAN GENERAL NOTES: ra Scale: 1/4"= l'-0" v 1. VENTS THROUGH ROOF TO BE LOCATED A MINIMUM OF 12'-0" HORIZONTALLY F- W AWAY FROM OUTSIDE AIR INTAKES. s 2. REFER TO RISER AND EQUIPMENT CONNECTION SCHEDULE FOR ADDITIONAL 0) Q r- SIZES AND ROUTING NOT INDICATED ON PLANS. � O r(� .� CL .> V y— - -0 w O 1 m W V) w , O V V0 0) O � � oo Lrl C E u00 Q110 ■� V J N 3 ^ d" 0 n > U b � v Ln X m ♦n 41 N Lr! Ln av ~ "' � V -, r M ;n mechanical - electrical - plumbing �0 3 s 'd CL .— r— intoQaLE • SHEET: I ssoca es Consulting Engineers 8217 Shoal Creek Blvd Suite 100 P2w5 Austin, Texas 78757 512-407-9011 512-407-8287 (fax) v VS-= VERTICAL SURFACE F To SERVE PENTHOUSE RISER GENERAL NOTES: _ _ S�DPROFFss U HS = HORIZONTAL SURFACE 2 �� 1. REFER TO PLANS FOR EXACT LOCAT10J4 OF CONNECCED EQUIPMENT. CONFIGURATION �V 8g617FE T (115 SFT VS (115 SFT VS SD PRESSURE INDICATOR TYPICAL 7 MAY VARY FROM THIS SCHEMATc DIAGRAM. L°� f�r-- + 530 SFT HS SD + 530 SIFT HS (TYPICAL) _ 2 + 1,490 SFT HS 1 + 1,490 SFT ,- 2. NOT ALL FIXTURES ARE NECESSARILY SHOWN ON RISER DIAGRAMS. COORDINATE Z OREGON 2.135 SFT) = 2.135 SFT) (TWO-WAY) 1 O FMaER P F WITH PLANS TO OBTAIN FIXTURE COUNTS. oL ti� FHV-1 3. REFER TO PLANS AND PLUMBING FIXTORE SCHFDU-F FOR ADDITIONAL SIZES AND qM� ��� , ... . .::..: ROUTING NOT INDICATED ON RISER DIAGRAM3. FKAY ��3.201Ga EXPIRES 06/30/2015 TO SERVE LEVEL 3 (TWO-WAY) 4 OD-1 4 RD-1 4 OD-1 14"RD-1 HEAT TRACE AND INSULATE ROOF DRAINS AND PIPING (TYP.) 1 ( 4- 1 „ 1 ( H 1 ( •, L1-T-41/4-/FT I J L 1/8"/FT INSULATE ALL HORIZONTAL �- RD- INSULATE PIPING OD 4" 4" 4, (4,270 SFT) AUTOMATIC INET STANDPIPE _AUTOMATIC WET STANDPIPE w (CONDITIO;JED STAIRWELL) TO SERVE LEVEL 2 �— Ln (CONDITIONED STAIRWELL) Z n FHV� I- I- V) U 6' 6" I z oa O l 0� u z 4., 4" Z � OU :_ . ._ . _ .__._ o n____ az Ln PUMPED CONNECTION 6" DSN-1 RELIEF PORT FOR STORM WATER EJECTOR DISCHARGE V ALARM u O TO GRAVITY SYSTEM 4„ DSN-1 PIPING. PROVIDE 180' GOOSENECK WITH INSECT TO SERVE LEVEL 1 AND 1.5 4-- ,L; U w SCREEN AS REQUIRED. DISCHARGE SHALL BE A Aj FHV-1 �HV-1] � t1 _ 0 MINIMUM OF 12" ABOVE GRADE. PUMPED CONNECTION ZC-1 Ln WCO TO GRAVITY SYSTEM O 0 0 PD „ Uj - 2„ 6„ 4 i i 6H FIRE DEPT.CONNECTION o 00 VENT i�l 8" (SLOPE @ 1/4"/FT) H STORM DRAINAGE LINE _ � TEST DISCHARGE 1/4"/FT L 6' 8 „ _ _ :: _._.. :.:....... . TO OUTDOORS o 0 TO 5'-0" OUTSIDE BLDG. _. _.. 2" REFER TO CIVIL FOR CONTINUATION = Y 6" BACKWATER VALVE ,- N a SP-1 (RECTORSEAL CLEAN CHECK OR EQUAL) 4„ FIRE WATER TO SUB-SOIL 6„ 6H TO SUB-SOIL - 4„ 6H FROM CIVIL DRAINAGE DRAINAGE DRAWN: EMB SWE-1 STORM DRAINAGE RISER DIAGRAM _.:_v . . :.. _ _._._ _ ._ :___ :..._. A CHECKED: (STORM) SCALE: NONE SBB N�NOT ALL PIPING, VALVES, COMPONENTS, EQUIPMENT FIRE PROTECTION RISER DIAGRAM AND TRIM ARE NECESSARILY SHOWN ON THE RISER NO: 1314 02 DIAGRAM. REFER TO DETAILS AND SPECIFICATIONS FOR SCALE: NONE ADDITIONAL INFORMATION. SUPPLY TO RH-1 STANDPIPES 4 I.T.R. 4" V.T.R. FROM MOST STRAINER J L JIL EXTERIOR WALL SUPERVISED OS&Y VALVE, TYP. � 1 I REMOTE BRANCH BALANCINGMOTOR 14-3„ VALVE 3"-1 3/4" 2" 2" 3/4" 2" 3/4" 4'-� WATER ALARM SUPPLY TO {- --- ---- -------------0----------- ------------ ---- ------- -�-- BUILDING ----- ----- ----- 1 -F----- --- -I---- --- , �---- --- - --- _-- --- --- --- - MOUNT ASSEMBLY 1 -- -- - --- " - - - - - -- - -- - - - COORDINATE IN DLOCATION CHECK ZC-1 FLOW SWITCH, TYP. 3/4 i 3/4" I - 1 WITH ARCHITECT VALVE AV-1 Jensen / Fey 1 1 I e',B� �'A I QB eA, I . .. . _ ..................................... I _ _ ..... _......._ N_G _ _ _L.. . Architecture and Planning 1 3"-� BALANCING 3"-$ 2" 1/2" 1 BALANCING 1/2" 1 �2" 13/4-_ 2H 1 AUXILIARY 1 � I VALVE ( 1/2' 11 VALVE I DRAIN VALVE - RETARD MAIN 7730 LEARY WAY 0NE 5 3' 1 2" 2" 1/2" 1 ("---- ---7 2" 2" TEST/ REDMOND, WA 98052 I t2" I 3/4" 1 3/4" 2" 2" i REFRIGERATOR 3/4" 1 CHAMBER DRAIN 2" I 2" INSPECTORS TEST TEL:42 5.216.0318 FAX:425.216.0329 1 3/4" -- r 1 1 1 1 I ICE MAKER I 3/4" 1 H ---r--„--r--T----- - � ” (---••9�-,--r---,-�--T-;--- - � I 1 I I I W/AIRGAP I .SIGHT GLASS WITH 3/4' 2 - ' 2"-gyp 2 -� �2" 1�-2' 2 -� 2' -� 2'-gyp �-2, 1 T--2" I I I I I ORIFICE I I I TP-1 I I I I I I I TP-1 1 1 1 _ I SK-2 I i 1/2" i 1 I L I I ALARM I 1 1 1 I I I LV 21 I T V 21 1 I I I T VV 21 I T vV 21 SK-3 1 GD-1 l i i I ( VALVE SUPERVISED 1 1 I I I I I i I TEST ORIFICE -► VALVE, TYP. I I I I 1 I I 1 DISCHARGE 1 1-1/21 I 1" 1-1/2"1 i i 1 EQ. TO ONE DETECTOR DOUBLE CHECK I �1 I�_ I J t- i J -f I J I i WB_1 i SPRINKLER SZ BACKFLOW PREVENTER 1 j j 1/2 I UR-1 I 1/2„ —1 col I I I ZS IN RISE WC-2 1 WC-1 1 3 FD-1 ( 'COSCO WC-2 1 WCO 3 FD-1 I , 'CO t I FINISHED GRADE 0 I O CO CO CO 2" L---------J 1 I TRANSITION TO BLACK r I „ H H R H 1 STEEL ABOVE GRADE � I 4-5 4 3 2 2 4 3 2 2 2 TEST TEST TO 2" 3" i 1 1 SCO 2„A A T 'CO DISCHARGE BALL 4 OUTDOORS - DRIP 4" 3" 3" 3" 4" 3" 3" 3" 3" 2" FIRE DEPARTMENT FDC-1 ` SYSTEM DRAIN 1 CONNECTION TO SANITARY I ,B' SV-1 ------------------- 9 1/2" 1-1/2"1 3/4" �.� � 1 (4) TIE-ANCHOR RODS FLOOR SINK REMOTE� ' T TO ABOVE GRADE CHILLER I t t 1 I I = '- FINISHED GRADE INDIRECT RECEPTOR FIN FLR ' -------------------------- --------- -- - -- , , J _ _ �---- ---- �------------------r------- _ REFER TO PLUMBING PLAN _ _ 1/2" I 1-1/4' 12' 1/2" 1/2" I 2"-�b �'' 1 ( 2" I FOR REMOTE FIRE DEPARTMENT TRAP PRIMER LINE 1 3/4" 1 r---------� 1/2" I 1-1/2" 1/2' I 1/2" 1 1 2" 1' 13/4" CONNECTION LOCATION fYl 1 I I REFRIGERATOR t 2"- 2„ I 2"-� 2„ I i I 1" I C RETE THRUST TO BUILDING (v BALL DRIP SEWER 1 2' t t I i ( � I 3/4" 13/4" I BLOCK t11 ICE MAKER i r -----------� --- ---- I Iii I 3/4" 1 � -� I I I I W/AIRGAP 1 2"-d' Ti I I I 2"� 1�-2 1 ( Iii I 3/4„ 1 TMV-2 III GRAVEL PIT WITH 1 I 1 I Iii I 1 WB-2 I I I 1/2" TP-1 I I I I I TP-1 I I I 0 1 C 1 1 1 1 I i i / 1 TMV-1 1 I I TMV-1 I TP-1 Iii I I r t SK-2 I I i EWC-1 I V-1 I I I V-1 1 SK-1 I ii I 11 I 3" I WB-1 t 0 'A"A' I I I I 1" i 6' I REFER TO CIVIL PLANS 4" I t gj I I ll�i I `b-2" ` 1 1 Q 2" -� i i - s`el I I L i i ( j ��� S '� ��� BELOWSLAB (4) TIE-ANCHOR RODS ' z 2" 1 I i 1 I- I) ��. TO 5-FT TO BUILDING PERIMTER 2 3/4' COO t i Col I I 2 " F !i I I- CP-1 ��. In 2 1 3/4" I 1/2" t WCO 3 FD-1 1 3 FD-1 WC--2 1 WC 2 2 2 2' I 1 DWH-1 CO, OUTSIDE .� 1 2� L-------- o o _ _.. S 3 FD-, _�_ ®4 FIRE PROTECTION RISER ( 3" MS-1 Scale: NONE ~ s 1 p f_ I 2" 2- 2„ 3" T4- 2., 3,. 3" � L --- WL Coll2„ O -- ---i 3" 3" 4" 4" 4" 4" 10'-0" ABOVE OC CCf ---------------- -I GRADE _ _ _ (MINIUM) .> U a - ..._ .._.._ ... ...___._._..._ 2" 3/4" 1-1/2" 2" �.T.R. 2„—gyp Z 3/4" >: Q2H U/N��. 2. ,,� , 1 1 1 � m m 1 --r---, r, I HEAT TRACE, INSULATE I (n z a3 -� 1 � 2' 2"� 2 -y� 2' u In 2" I I 1--I--1 L, AND JACKET ALL WATER PIPING. 1 W I TP-1 I 1 �, I 1 I I �� ��,� 4" �-------� ��� Ij�S�. I L Ina, .> 1 TMV-1 I I I ,,G� I REFER TO MECHANICAL INECHANICALi TP-2 1 INSTALL NEW 8%4" INCREASER ON O V Y IN-LINE 'q"q' V-1 I I j ��a R+N aAc��" I PLANS AND SCHEMATICS t QUIPMENT 1 B-1 ixj<.,F' j PIPE STUB. SECURELY O v Cc, WHA _A I I I r •, 1.-0 rn o e r - 1I I 1 SET ® TP-2 RPZ_1 I FOR DETAIL i I _RPZ_1 u I FASTEN 2" PUMPED DISCHARGE PIPE 1" J i �'`i I I ( 45 PSI) PRV-1 �wtvt Ifi I (65 PRV 1PSI) WCOLn rz LLE 'CO __J I WCO WH-1 0 '' I �wti�t I�, DIRECTLY OVER CENTER OF HUB Ln v o I I O 1 I i i i 7 I I DRAIN WITH 1 ' AIR GAP. 2" DOMESTIC COLD v I->1 r `r' ... N I I WCO ,t. � I t 1 4 HD-1 1 L11 0 L, N 2 FD-1 WC-2 I I 2" ulA .�,� DYCO L_�_ L?_J © 1 YCO WATER SERVICE L 1I I I„L_ a M X 4"--pCF_---p PD J I I mechanical - electrical - plumbing _ � N � Q � � 1 HB-1 4 FS-1 I �— - - 2" 2" 4" HB-1 4„ i 4„ 2" LJ ■� 4„ FROM STORM 4" 4" 3/4" 4" 2" 4,, 6" SHEET: WATER REFER TO CIVIL EJECTOR 1 FOR CONTINUATION C ssoc�a es FCO 4 AD-1 CB-1 a _ _ ) Consulting Engineers PD PD 4" 4" 2H 8217 Shoal Creek Blvd A Suite 100 PLUMBING RISER DIAGRAM ' 1.1/2" Austin, Texas 78757 P3ml 4" 03SCALE: NONE 512-407-9011 SSE-1 512-407-8287 (fax) v PLUMBING FIXTURE SCHEDULE HEAT TRACE SPECIFICATIONS DO BRANCH CONNECTION SIZE DOMESTIC WATER HEATER SCHEDULE PRO��� 'RFs TAG DESCRIPTION MOUNTING MANUFACTURER SPECIFICATION ADA UNLESS OTHERWISE NOTED P-TRAP THERMON "FLX" SELF REGULATING HEATING CABLE, 120V> 8 �'"� �G I N E� `SO TYPE cw HW SAN VENT SIZE � �, .p y WATTS PER FOOT (SINGLE PASS ONLY). CONTRACTOR SHALL CAPACITY ELECTR:CA_ cKt. 8961:7PE, SUMP JR SMITH PROVIDE ALL JUNCTION BOXES, SPLICE KITS, STRAPS AND STORAGE Ir AD-1 DRAIN - 2570 SERIES CAST IRON BODY, LOOSE SET DUCTILE IRON GRATE, DOME BOTTOM STRAINER, 4" OUTLET. - - - - - - .• ;, ; ..;.``- ASSOICIATED APPURTENANCES TO PROVIDE A COMPLETE AND MARK SERVES LOCATION GALLONS AND MODEL NUMBER OREGON AREA _ JR SMITH WORKING SYSTEM. COORDINATE WITH ELECTRICAL. GALS/HOUR RISEVOLTSKw VOLTS PH 2 AD-2 DRAIN 1450 SERIES CAST IRON BODY, SQUARE NICKEL BRONZE TOP, SPEEPAGE OPENINGS, UNDERDECK CLAMP, 3" OUTLET. - - - - - - __ ___ ____ OLF 2° BACK WATER BELOW RECTORSEAL 6" PVC BACKWATER VALVE, REMOVABLE VALVE BODY, THREADED ACCESS CAP WITH NEOPRENE SEAL, IAPMO/IPC DWH-1 POTABLE JANITOR 50 30 60' 4.5 277 1 A-) SMITH DEL-50 Oy MBEt��$'gP B1N1-1 VALVE GRADE 96926 SERIES LISTED. - - - - - - WATER HAMMER ARRESTER SCHEDULE NOTES: -- I------- '�'EI<AY� r)1.08.2015 CB-1 CATCH BASIN FLOOR ZURN 24 X 24-INCH CONCRETE CATCH BASIN (REFER TO STRUCTURAL). REMOVABLE SLOTTED BAR GALVANIZED _ _ _ _ _ _ 1. PROVIDE AMTROL EXTROL AST-5 SERIES PRE-CHARGED THERMAL EXPANSION ABSORBER FOR HEATER. EXPIRES 06/30/2015 STEEL GRATE AND FRAME. WEIGHT IN FlXTURE-UNITS 2. WATER HEATER SETPOINT SHALL BE AT 140'. CB-2 CATCH BASIN GRADE OLD CASTLE 10 X 10-INCH CONCRETE CATCH BASIN _ _ _ _ _ _ 3. ALL PLUMBING SUPPLIES, VALVES AND ASSOCIATED APPURTENANCES SHALL BE INSTALLED. 260CB-1010 REMOVABLE SLOTTED CAST IRON GRATE AND FRAME. PUBLIC PRIVATE 4. COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECTURAL CAST BRONZE NOZZLE, NICKEL BRONZE FINISH, FLANGE FOR SECURING NOZZLE TO WAIL FIXTURE TYPE OF SUPPLY CONTROL TOTAL C.W. H.W. TOTAL C.W. H.W. 5. COORDINATE POWER DISCONNECT LOCATION WITH ELECTRICAL AND ARCHITECTURAL DOWNSPOUT SMITH ANCHOR WALL FLANGE TO PANEL WITH STAINLESS STEEL BOLT THROUGH STAINLESS STEEL SLEEVE. PROVIDE A _ _ _ _ _ _ DSN-1 NOZZLE WALL 1770 SERIES LARGE WASHER ON INSIDE OF PANEL AND TIGHTEN NUT AGAINST WASHER. SIZE BOLT AND SLEEVE TO ALLOW WATER CLOSET FLUSH VALVE 10 10 - 6 6 - 6. HEATER INSTALLATIONS SHALL MEET EXCEED ALL CODE REQUIREMENTS, LOCAL RE TIGHTENING THE BOLT WITHOUT DAMAGING PANEL. AMENDMENTS AND MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. TWO-LEVEL WALL MOUNTED DRINKING FOUNTAIN, STAINLESS STEEL CONSTRUCTION, SATIN FINISH, SAFETY BUBBLERS, WATER CLOSET FLUSH TANK 5 5 - 3 3 - EWC-1 DRINKING WALL FlLTINTEGRAL REGULATOR, NO LEAD, MOUNT PER ARCHITECTURAL REQUIREMENTS, PROVIDE AND INSTALL CANE APRON. ADA 1/2- - 2" 1-1/2" 1-1/4" PEDESTAL URINAL FLUSH VALVE 10 10 - - - - PUMP SCHEDULE FOUNTAIN 107-14-HHLL SERIES CHILLER: FlLTRINE M-2-BW-A SERIES REMOTE, 115/60/1, 4.5 AMPS. EXTRA-HEAVY, DOUBLE-FLANGED, CAST-IRON FERRULE, COMPLETELY FREE OF PIPING SO THAT NO LOAD IS STALL OR WALL URINAL FLUSH VALVE 5 5 - - - - TRANSMITTED TO PIPE. CONCRETE: HEAVY-DUTY ROUND TOP WITH SCORIATED COVER AND LIFTING DEVICE, _ _ _ _ DESIGN ELECTRICAL DATA 1LU - STALL OR WALL URINAL FLUSH TANK 3 3 Flow Ln YCOL DOUBLE YARD _ _ SET IN FINISHED CONCRETE. SMITH 4250 SERIES. POURED AT SURFACE USING HIGH FLANGE. _ _ _ SEE MARK SERVICE TYPE GPM HEAD MANUFACTURER AND MODEL NUMBER DYCOO CLEANOUT NON-SURFACED AND ASPHALT: HEAVY-DUTY ROUND TOP WITH SCORIATED COVER AND LIFTING DEVICE, SET IN PLAN LAVATORY FAUCET 2 1-1/2 1-1/2 1 1 1 Fr. WG HP WATTS AMPS RPM VOLTS PH zp 6-IN THICK CONCRETE PAD, 24 X 24-IN SQUARE. SMITH 4250 SERIES. BATHTUB FAUCET 4 2 3 2 1-1/2 1-1/2 w F- POURED BELOW SURFACE USING LOW FLANGE. CP-1 HOT WATER CIRC. CENTRIFUGAL 5 1 25 1 1/4 - - 3300 120 1 1 ITT NBF-36 (SPEED 1) Ln U SMITH CAST IRON BODY, 6 INCH ROUND ADJUSTABLE NICKEL BRONZE STRAINER, FLASHING COLLAR WITH SEEPAGE _ _ _ SEESEE SHOWER HEAD MIXING VALVE 4 2 3 2 1 2 FD-1 FLOOR DRAIN FLOOR 2005-A SERIES OPENINGS, TAPPED FOR STRAINER HEAD, 1/2 TRAP PRIMER CONNECTION PLAN 2„ PLAN NOTES: z °C WASTE KING 1/2 HP HEAVY DUN DISPOSER, STAINLESS STEEL GRINDERS, PLASTIC GRIND CHAMBER, DISHWASHER BATHROOM GROUP FLUSH VALVE CLOSET - - - 8 8 3 1. PROVIDE CP-1 WITH 24-HR, 7-DAY TIMER CONTROLLER. INSTALL AQUASTAT ON RETURN ADJACENT TO PUMP. z GD-1 GARBAGE DISP. SINK 1001 SERIES DISPOSERNNECON. OVERLOAD FITS�WITHIN ADA MILLWORK PROTECTION, PRIOR TO ORDERING.GLE PHASE. CONTRACTOR TO VERIFY THAT - - - - - - BATHROOM GROUP FLUSH TANK CLOSET - - - 6 6 3 SUMP PUMP SCHEDULE z U SEPARATE SHOWER MIXING VALVE - - - 2 1 2 WOODFORD ROUGH CHROME-PLATED BRASS HOSE BIBB, 3/4-IN FLANGED INLET, WHEEL HANDLE, VANDAL-RESISTANT, F- 0 HB-1 HOSE BIBB WALL - 3/4" - - - - � � w MODEL 24 SELF-DRAINING VACUUM BREAKER, 3/4-IN MALE HOSE OUTLET. SERVICE SINK FAUCET 3 3 3 - - - DESIGN ELECTRICAL DATA n Z to HUB DRAIN. FIELD FABRICATED 4-IN DIAMETER HUB DRAIN FITTING, REDUCER WITH 2-IN P-TRAP AND TRAP ARM, LAUNDRY TUBS (1-3) FAUCET - - - 3 3 MARK SERVICE TYPE FLOW HEAD MANUFACTURER AND MODEL NUMBER N O HD-1 HUB DRAIN - _ _ _ _ SEE 2" SEE INDEPENDENTLY VENTED. PLAN PLAN GPM w U LU 1B-1 INSULATED BOX GROUND HOT BOX HB2T INSULATED, FIBERGLASS FLIP-TOP ENCLOSURE, 39"L x 13"W x 28"H (46" X 22" X 4" SLAB), 60W/12OV. - - - - - - COMBINATION FIXTURE FAUCET - - - 3 3 [:3d FT. WG HP RPM VOLTS PH 20 X 18-IN, VITREOUS CHINA, INTEGRAL OVERFLOW, WITH HANGER, HALF PEDESTAL, OPTIONAL SOAP HOLE. SP-1 ELEV. SUMP SUBMERSIBLE 50 18 3/4 3450 115 1 MYERS SP75 SERIES FAUCET: SLOAN EAF-275-ISM-IC, INTEGRAL SPOUT, SENSOR, SOLAR/BATTERY POWERED, 0.5 GPM. P.D.I. UNITS A B C D E F O O LV-1 LAVATORY WALL KOHLER SOAP DISPENSER: SLOAN ESD-350, DECK MOUNTED, BATTERY POWERED, SENSOR ACTIVATED SOAP DISPENSER. ADA 1/2" 1/2" 2" 1-1/2" 1-1/4" FIXTURE UNITS 1-11 12-32 33-60 61-113 114-154 155-330 NOTES: K-1997 SERIES SHROUD: KOHLER K-1998. SUPPLY: MCGUIRE 2167 SERIES. LOOSE KEY WITH RISER. TRAP: MCGUIRE 8902 a N N 06 ry SERIES. CAST BODY WITH CLEAN-OUT. STRAINER AND TAILPIECE: MCGUIRE 155WC OFFSET TAILPIECE, GRID STRAINER. 1. SUMP PUMP SP-1 SHALL AUTOMATICALLY OPERATE. o NOTES: 2. PROVIDE SUMP PUMP SP-1 WITH OPTIONAL 20' POWER CORD. PROTECTIVE PIPE COVERS: TRUEBRO 102W SERIES. CARRIER: SMITH (OR EQUAL). CONCEALED, FLOOR MOUNTED. 17 X 14-IN, VITREOUS CHINA, INTEGRAL OVERFLOW. 1. SIZING PER PLUMBING AND DRAINAGE INSTITUTE (PDI) STANDARD PDI-WH 201 3. PROVIDE SUMP PUMP SP-1 WITH AN AUXILIARY HIGH WATER LEVEL FLOAT. FLOAT SHALL ACTIVATE LOCAL O O 2. ALL SIZING DATA BASED ON FLOW VELOCITIES OF 10 FPS OR LESS AUDIOVISUAL ALARM AT 2" ABOVE PUMP OFF LEVEL. COORDINATE LOCATION OF ALARM A/V DEVICE WITH AUTHORITIES UNDER- KOHLER FAUCET: SLOAN EAF-275-ISM-IC, INTEGRAL SPOUT, SENSOR, SOLAR/BATTERY POWERED, 0.5 GPM. HAVING JURISDICTION. � LV-2 LAVATORY COUNTER K-2210 SERIES SUPPLY: MCGUIRE 2167 SERIES. LOOSE KEY WITH RISER. TRAP: MCGUIRE 8902 SERIES. CAST BODY WITH ADA 1/2" 1/2" 2" 1-1/2- 1-1/4" 3. ROUND UP FIXTURE-UNIT TOTALS TO THE NEXT LARGER WHOLE NUMBER 4. PROVIDE COMPATIBLE HYDROCARBON LEAK DETECTION SYSTEM (SEEWATER INC. "OIL SMART" OR EQUAL) WITH AUDIBLE Q r N CLEAN-OUT. STRAINER AND TAILPIECE: MCGUIRE 155WC OFFSET TAILPIECE, OPEN GRID STRAINER. PROTECTIVE PIPE AND VISUAL ALARMS PER THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. COVERS: TRUEBRO 102W SERIES. SQUARE 24 X 24-IN, ONE-PIECE, TERRAZZO, 3-IN BRASS OR STAINLESS-STEEL DRAIN BODY, MS-1 MOP SINK FLOOR STEHL-W8WOAMS STAINLES-STEFAUCETSSTERNEL GRID WIWAMS STRAIN , VBSSERIESSS-STEEL CAPS ON DROP FRONT THRESHOLD. - 3/4" 3/4" 3" 2" 3" PUMP SCHEDULE (STORM WATER) r' AREA HT VOL U.FT ALS DRAWN: EMB STAINLESS STEEL BACKSPLASH PANELS, RIM GUARD, MOP HANGER, AND HOSE RACK. -PD (c ) c PRESSURE REDUCING VALVE. BRONZE BODY CONSTRUCTION, HIGH TEMP RESISTANT DIAPHRAGM, SPRING CAGE AND WATER TIGHT 1 CO 2 -SUMP PIT DIAMETER(FT) WATTS SEE DESIGN ELECTRICAL DATA S B B PRV-1 PRESSURE RED. - SEAT ORIFICE AND SEALED SPRING CAGE, INTEGRAL STAINLESS STEEL STRAINER. TRIM: PROVIDE FULL UNE-SIZE - - - - - FLOW LINK SEAL I 14 12 3.14 23.49 CHECKED: 25AUB-Z3 PLAN MARK SERVICE TYPE GPM HEAD MANUFACTURER AND MODEL NUMBER I .14 24 6.28 46.98 ISOLATION VALVES, STRAINER AND UNIONS. PROVIDE FULL SIZE BY-PASS WITH ISOLATION VALVE. COATED CAST IRON, 16-IN DIAMETER REVERSIBLE FLASHING COLLAR WITH GRAVEL STOP AND INTERNAL PVC 2-IN Fr. WG HP RPM VOLTS PH 2"-� 2" 3.14 30 7.85 58.72 SOB NO: 1314 TALL WATER DAM, 11-IN ROUND, 5-IN HIGH REMOVABLE ALUMINUM DOME STRAINER, THREADED, SOLID 1 1 3.141 36 9.42 70.47 OD-1 OVERFLOW _ SMITH EXTENSION TO ALLOW FOR INSULATION THICKNESS BETWEEN DECK AND WATERPROOF MEMBRANE, UNDER-DECK - - - - - - SWE-1 SEWAGE PUMP #1 SUBMERSIBLE 20 27 .75 1750 208 1 GOULDS WS0718B I DRAIN 1070 SERIES CLAMPS. ADJUST WATER DAM TO HEIGHT 2-IN ABOVE PRIMARY ROOF DRAIN. VERIFY EXACT ROOF COMPATIBILITY REQUIREMENTS WITH ARCHITECT. SEWAGE PUMP #2 SUBMERSIBLE 20 27 .75 1750 208 1 GOULDS WS0718B I g taku COATED CAST IRON, 16-IN DIAMETER REVERSIBLE FLASHING COLLAR WITH GRAVEL STOP AND TAPPED FOR NOTES: I PROVIDE AIR TIGHT �AE � 1 RD-1 ROOF _ SMITH EXTENSION SLEEVE, 11-IN ROUND, 5-IN HIGH REMOVABLE ALUMINUM DOME STRAINER, THREADED, ADJUSTABLE _ 1. SUMP PUMPS SHALL BE CONTROLLED BY A GOULDS A6 SERIES DUPLEX CONTROL PANEL. PROVIDE WITH NEMA I STEEL COVER PLATE , DRAIN 1015 SERIES EXTENSION SLEEVE TO ALLOW FOR INSULATION THICKNESS BETWEEN DECK AND WATERPROOF MEMBRANE, UNDER-DECK CLAMPS. VERIFY EXACT ROOF COMPATIBILITY REQUIREMENTS WITH ARCHITECT. 3R ENCLOSURE AND MAIN CIRCUIT BREAKER OPTION. INTEGRAL DISCONNECT SHALL BE LOCKABLE. MOUNT CONTROL PANEL ON ADJACENT WALL. REFER TO ELECTRICAL FOR ADDITIONAL DETAIL. PROVIDE WITH OPTIONAL FREEZELESS, FULLY SELF CONTAINED, NO DRAIN REQUIRED, HEAVY DUN BRASS WITH PAIL HOOK. RISER: I � •: ., , OEPTNER PRODUCTS GALVANIZED SCHED 40 STEEL PIPE. CANISTER: STAINLESS STEEL INLET: BRASS PIPE THREAD. OUTLET: AUXILIARY ALARM CONTACTS WITH ADDITIONAL VISIBLE ALARM INSTALLED IN CASH OFFICE (COORDINATE EXACT L---______--- 1-1/2' h, x ? p RH-1 ROOF HYDRANT ROOF FREEZE FLOW BACKFLOW PREVENTER WITH BRASS GARDEN HOSE THREAD. HOSE QUICK DISCONNECTOR. - 3f4" - - - - LOCATION WITH OWNER OR ARCHITECT). MID.) ROOF HYDRANT CONTACT INFO: HOEPTNER PRODUCTS (408) 847-7615 MIN. 2• SUMP PIT SHALL BE PROVIDED WITH FOUR (4) FLOAT SWITCHES AS INDICATED ON SUMP PIT SECTION OR RISER REDUCED-PRESSURE ZONE, FULL LINE SIZE TWO CHECK VALVES, TEST COCKS, t t RPZ-1 BACKFLOW WALL WA's PRESSURE DIFFERENTIAL RELIEF VALVE, ISOLATION VALVES, FIXED AIR GAP FITTING, - 1-1/2" - - _ _ DIAGRAM. THEY SHALL BE INSTALLED AS FOLLOWS: ULOMINT jensen / Fey PREVENTER 009QT SERIES - THE BOTTOM OF THE SUMP SHALL BE CONSIDERED ELEV. 0'-0" INSTALL STRAINER UPSTREAM OF BACKFLOW DEVICE. - A FLOAT SHALL BE INSTALLED AT AN OPERATING ELEV. OF V-0" (FROM BOTTOM OF SUMP) AND SHALL TURN SUMP PIT Architecture and Planning 18-GAUGE, FULLY UNDERCOATED, STAINLESS STEEL, SINGLE-BOWL, THREE FAUCET HOLE, OFF-CENTER DRAIN, ADA LEAD PUMP OFF WITH DECREASING WATER LEVEL. (REFER TO STRUCTURAL) COMPLIANT, 3-1/2-INCH OUTLET. FAUCET: T&S BRASS B-0865-04, VANDAL RESISTANT T&S BRASS 0" MIN. 7730 LEARY WAY NE UNDER- ELKAY - AFLOAT SHALL BE INSTALLED AT AN OPERATING ELEV. OF 2'-0" (FROM BOTTOM OF SUMP) AND SHALL TURN SK-1 SINK B-199-2-F-15 1.4 GPM AERATOR. SWING GOOSENECK SPOUT, BLADE HANDLES. SUPPLY: MCGUIRE 2167 SERIES. ADA 1/2" 1/2" 2" 1-1/2" 1-1/2" REDMOND, WA 98052 COUNTER ELUHAD1916-50-3 LEAD PUMP ON WITH INCREASING WATER LEVEL AND TURN OFF LAG PUMP WITH DECREASING WATER LEVEL 4,_0„ TEL:425.216.0318 FAX:425.216.0329 TRAP: MCGUIRE 8912 SERIES. STRAINER AND TAILPIECE: MCGUIRE 151 SERIES. BASKET TYPE. PROVIDE P-TRAP - A FLOAT SHALL BE INSTALLED AT AN OPERATING ELEV. OF 2'-6" (FROM BOTTOM OF SUMP) AND SHALL TURN MIN. AND WATER SUPPLY INSULATION KIT (TRUBRO OR EQUAL). LAG PUMP ON WITH INCREASING WATER LEVEL.18-GAUGE, FULLY UNDERCOATED, STAINLESS STEEL, SINGLE-BOWL, THREE FAUCET HOLE, OFF-CENTER DRAIN, ADA A FLOAT SHALL BE INSTALLED AT AN OPERATING ELEV. OF 3'-0" (FROM BOTTOM OF SUMP) AND SHALLCOMPLIANT, 3-1/2-INCH OUTLET. FAUCET: DELTA 27C29424, 1.5 GPM AERATOR. SWING GOOSENECK SPOUT, BLADEELKAY SIGNAL HIGH LEVEL ALARM. THIS ALARM SHALL BE REPORTED TO THE BUILDING CONTROL SYSTEM UTILIZING PS SK-2 SINK COUNTER L.RAD2219-50-3 HANDLES. ADA 1/2" 1/2" 2" 1-1/2" 1-1/2" AUXILIARY CONTACTS IN THE PUMP CONTROL PANEL INSTALL FLOAT PERPENDICULAR TO WATER INLET INTO SUPPLY: MCGUIRE 2167 SERIES. TRAP: MCGUIRE 8912 SERIES. STRAINER AND TAILPIECE: MCGUIRE 151 SERIES. BASIN TO AVOID FLOAT DISRUPTION AND FALSE ALARM OF FLOAT. (ONE FRONT, BASKET TYPE. PROVIDE P-TRAP AND WATER SUPPLY INSULATION KR (TRUBRO OR EQUAL). ONE BEHIND) 18-GAUGE, FULLY UNDERCOATED, STAINLESS STEEL, SINGLE-BOWL, OFF-CENTER DRAIN, ADA COMPLIANT, 3. PROVIDE GAS TIGHT COVER OVER SUMP PIT. STORM WATER EJECTOR UNDER- ELKAY 3-1/2-INCH OUTLET. FAUCET: DELTA 27C29424, 1.5 GPM AERATOR, SWING GOOSENECK SPOUT, BLADE HANDLES. ADA 1/2" 1/2" 2" 1-1/2" 1-1/2" 1 SK-3 SINK COUNTER El UHAD1916-50 SUPPLY: MCGUIRE 2167 SERIES. TRAP: MCGUIRE 8912 SERIES. STRAINER AND TAILPIECE: MCGUIRE 151 SERIES. 4. PROVIDE ALL NECESSARY APPURTENANCES TO PROVIDE A COMPLETE AND WORKING AUTOMATIC DUPLEX SUMP BASKET TYPE. PROVIDE P-TROP AND WATER SUPPLY INSULATION KIT (TRUBRO OR EQUAL). PUMP SYSTEM. SCALE: NONE EMERGENCY WATER SHUT-OFF SYSTEM, DYNACORP WATERCOP EMERGENCY WATER SHUT-OFF SYSTEM, INDUSTRIAL 6. PUMPS SHALL BE MOUNTED WITH GUIDE RAILS. QUALITY ELECTRICALLY AUTOMATED FULL BRASS BALL VALVE, FULL UNE SIZE, OFF VALVE FOR MANUAL RADPUMP SCHEDULE (SANITARY SEWER) SV-1 SOLENOID VALVE - DYNAQUIP OPERATION. COLOR-CODED LED VALVE POSITION LIGHTS. INTEGRATED 418MHZ RADIO FREQUENCY RECEIVER WITH WATERCOP ADJUSTABLE DIGITAL SECURITY CODES. A/C POWER ADAPTER. FLOOD SENSOR INCLUDING 418 MHZ RADIO -- w TRANSMITTER CHIPSET WITH UP TO 200FT OPERATION RANGE. A/C POWER ADAPTER. COORDINATE CIRCUIT 2- REQUIREMENTS WITH ELECTRICAL. DESIGN ELECTRICAL DATA PD AREA HT VOL(CU.FT) GALS THERMOSTATIC LEONARD THERMOSTATIC TYPE, EXPOSED WITHOUT CABINET, WALL MOUNTED, THREADED, 1/2-IN INLETS, 1/2-IN MARK SERVICE TYPEFLOHEAD HEAD MANUFACTURER AND MODEL NUMBER 2 -SQUARE SUMP PIT(FT) TMV-1 MIXING - 270 SERIES OUTLET, PROVIDE OUTLET TEMPERATURE GAUGE, ADJUSTABLE HIGH TEMPERATURE LIMIT STOP, INLET - - - - - - 9 00 22.44 VALVE SERIES CHECKSTOPS, SUPPORT, ASSE 1070 LISTED. OUTLET TEMPERATURE SHALL BE SET TO 105'. FT. WG HP RPM VOLTS PH 12 4.00 29.92 THERMOSTATIC LEONARD THERMOSTATIC TYPE, EXPOSED WITHOUT CABINET, WALL MOUNTED, THREADED, 3/4-IN INLETS, 3/4-INSSE-1 SEWAGE PUMP #1 SUBMERSIBLE 20 27 .75 1750 208 1 GOULDS WS0718B 4 15 .00 _3T40 TMV-2 MIXING - TM-20-E OUTLET, PROVIDE INLET/OUTLET TEMPERATURE GAUGE, ADJUSTABLE HIGH TEMPERATURE LIMIT STOP, - - - - - - 4 18 6.00 44.88 VALVE SERIES INLET CHECKSTOPS, SUPPORT. OUTLET TEMPERATURE SHALL BE SET TO 120'. SEWAGE PUMP #2 SUBMERSIBLE 20 27 .75 1750 208 1 GOULDS WS0718B 2„ TP-1 TRAP PRIMER - SMITH CHROME PLATED CAST BRASS P-TRAP, TAILPIECE TYPE TRAP PRIMER, 1/2-IN PRIMER TUBE WITH 2698 SERIES COMPRESSION FITTING, THREADED JOINT ELBOW CONNECTOR, AND ESCUTCHEONS. NOTES: FLOOR TROUGH PROVIDE OPEN GALVANIZED 1. SUMP PUMPS SHALL BE CONTROLLED BY A GOULDS A6 SERIES DUPLEX CONTROL PANEL. PROVIDE WITH NEMA 3R M TP-2 TRAP PRIMER - PPP BRASS BODY, 1/2" MALE NPT INLET, 1/2" FEMALE NPT OUTLET - 1/2" - - - - ENCLOSURE AND MAIN CIRCUIT BREAKER OPTION. INTEGRAL DISCONNECT SHALL BE LOCKABLE. MOUNT CONTROL FOR PIPING (REFER STEEL GRATE AND FRAME fV PRIMERITE PANEL ON ADJACENT WALL. REFER TO ELECTRICAL FOR ADDITIONAL DETAIL PROVIDE WITH OPTIONAL AUXILIARY f TO STRUCTURAL) VITREOUS CHINA, FRONT STALL, INTERGRAL FLUSH SPREADER, WASHOUT FLUSH ACTION, 3/4-IN TOP SPUD, 2-IN -- 1-1/2" IN ZURN ALARM CONTACTS WITH ADDITIONAL VISIBLE ALARM INSTALLED IN CASH OFFICE (COORDINATE EXACT LOCATION WITH UR-1 URINAL WALL "SMALL PINT" OUTLET, 0.125 GAL FLUSH. FLUSH VALVE: SLOAN SOUS 8186-0.13, SOLAR/BATTERY POWERED SENSOR, EXPOSED, ADA 3/4" - 2" 2" - OWNER OR ARCHITECT). Np HIGH EFFICIENCY FLUSH VALVE (0.125 GPF). CARRIER: SMITH 0637 SERIES. ADJUSTABLE FIXTURE SUPPORT. ( ) �, o 25738.205.00 SHALL BE ADA COMPLIANT. REFER TO ARCHITECTS DRAWINGS FOR EXACT LOCATION. WATER TIGHT 1'-6' 2. SUMP PIT SHALL BE PROVIDED WITH FOUR (4) FLOAT SWITCHES AS INDICATED ON SUMP PIT SECTION OR RISER LINK SEAL MIN. re WB-1 WALL BOX WALL WATER-IPS ITE SERIES ANGLE STOP WALL BOX, WITH 1/4 TURN ANGLE STOP. FRONT FLANGE. INTEGRAL WATER HAMMER ARRESTERS. - 1/2" - - - - DIAGRAM. THEY SHALL BE INSTALLED AS FOLLOWS: t 1 DRAIN INLET O - THE BOTTOM OF THE SUMP SHALL BE CONSIDERED ELEV. 0'-0" WB-2 WALL BOX WALL IPS ANGLE STOP WALL BOX WITH DRAIN FOR CW HW, WITH 1/4 TURN ANGLE STOPS, DRAIN, INTEGRAL WATER HAMMER _ 1 2" 1 2" 2" 2" 2" - AFLOAT SHALL BE INSTALLED AT AN OPERATING ELEV. OF 0'-9" (FROM BOTTOM OF SUMP) AND SHALL TURN 4„ 82064 SERIES ARRESTERS. FRONT FLANGE. / / LEAD PUMP OFF WITH DECREASING WATER LEVEL. - VITREOUS CHINA, ELONGATED RIM, SIPHON JET ACTION 2-IN OUTLET, 1.28 GAL FLUSH, BOLT CAPS, INTEGRAL TRAP. 0'-6" MIN. 7 ZURN FLUSH VALVE: SLOAN SOUS 811 t-1.28, SOLAR/BATTERY POWERED SENSOR, EXPOSED, HIGH EFFICIENCY FLUSH - A FLOAT SHALL BE INSTALLED AT AN OPERATING ELEV. OF 1'-0" (FROM BOTTOM OF SUMP) AND SHALL TURN SUMP PIT --- WC-1 WATER CLOSET FLOOR - 1" - 4" 2" - LEAD PUMP ON WITH INCREASING WATER LEVEL AND TURN OFF LAG PUMP WITH DECREASING WATER LEVEL. (REFER TO STRUCTURAL) - -=i 2'-0" L� - 25655 SERIES SEA CHURCH GPF). SERIES. OPEN-FRONT SEAT WITHOUT COVER. - A FLOAT SHALL BE INSTALLED AT AN OPERATING ELEV. OF 1'-3" (FROM BOTTOM OF SUMP) AND SHALL TURN LAG - --_-�- MIN. w PUMP ON WITH INCREASING WATER LEVEL. VITREOUS CHINA, ELONGATED RIM, SIPHON JET ACTION, 2-IN OUTLET, 1.28 GAL FLUSH, BOLT CAPS, INTEGRAL TRAP, - A FLOAT SHALL BE INSTALLED AT AN OPERATING ELEV. OF 1'-6" (FROM BOTTOM OF SUMP) AND SHALL SIGNAL ADA COMPLIANT. HIGH LEVEL ALARM. THIS ALARM SHALL BE REPORTED TO THE BUILDING CONTROL SYSTEM UTILIZING AUXILIARY SUMP PUMPS Q CONTACTS IN THE PUMP CONTROL PANEL. INSTALL FLOAT PERPENDICULAR TO WATER INLET INTO BASIN TO AVOID ZURN FLUSH VALVE: SLOAN SOUS 8111-1.28, SOLAR/BATTERY POWERED SENSOR, EXPOSED, HIGH EFFICIENCY FLUSH - _ (ONE FRONT, WC-2 WATER CLOSET FLOOR ADA 4 25665 SERIES VALVE (1.28 GPF). FLOAT DISRUPTION AND FALSE ALARM OF FLOAT. ■� 1" " 2" ONE BEHIND) � SEAT: CHURCH 1580C SERIES. OPEN-FRONT SEAT WITHOUT COVER. 3. PROVIDE ALL NECESSARY APPURTENANCES TO PROVIDE A COMPLETE AND WORKING AUTOMATIC DUPLEX SUMP PUMP SANITARY SEINER EJECTOR > MOUNT FLUSH VALVE HANDLE TOWARD "WIDE" SIDE OF ADA COMPLIANT STALL SHALL BE ADA COMPLIANT. REFER SYSTEM.ARCHITECTS S COORDINATE US SCALE: NONE TAPPED CLEANOUT TEE, EXTRA-HEAVY, THREADED, SOLID HEXAGONAL NUT. 4. PUMPS SHALL BE MOUNTED WITH GUIDE RAILS. CLEANOUTS IN HUBS OF COMBINATION WYE AND 1/8-BENDS OR WYES: TAPPED SPIGOT. "' CLEANOUTS AT ENDS OF HUBLESS COMBINATION WYE AND 1/8-BENDS OR WYES: BLIND PLUG. COVERS OVER - - - - - - m CLEANOUTS IN CONCEALED VERTICAL PIPING (ALL AREAS, FINISHED AND UNFINISHED): SQUARE FIRE SPRINKLER EQUIPMENT SCHEDULE z WCO WALL CLEANOUT WALL FRAME WITH v S W V) V SECURED, SMOOTH, SATIN NICKEL BRONZE ACCESS COVER. OPENING SIZES: 4-IN AND SMALLER PIPING: 6 LLJ X 6-IN. LARGER THAN 4-IN PIPING: 8 X 8-IN. CERAMIC TILE, QUARRY TILE, STONE, RESILIENT TILE, AND TAG DESCRIPTION MOUNTING MANUFACTURER SPECIFICATION p[ J .? SHEET: FACE FLANGE TO HIDE ROUGH WALL OPENING. SMITH 4430 SERIES. TERRAZZO AND CONCRETE (FINISHED AREAS): PLASTER GROUND FLANGE AND FLUSH-WITH-WALL FRAME. SMITH 4431 SERIES TYPE V � 0 o o FIRE DEPT. POTTER-ROEMER FREE STANDING CAST BRASS ANGLE BODY DUCTILE IRON ANGLE BODY. 18" LONG POLISHED BRASS COVER SLEEVE, CAST BRASS Q E m o WOODFORD ANTI-SIPHON FREEZELESS WALL HYDRANT. CHROME FINISH WITH ANTI-SIPHON VACUUM BREAKER WITH 3/4" MALE FDC-1 CONNECTION - 5764 SERIES IDENTIFICATION BASE PLATE, CAST BRASS PLUGS AND CHAINS ON EACH PIN LUG SWIVEL PROVIDE WITH KNOX LOCKING FDC CAPS. a^ N "' �, cornt0 .� WH-1 WALL HYDRANT WALL MODEL B65 HOSE THREAD. HARDENED STAINLESS STEEL STEM WITH LOOSE TEE KEY OPERATOR, CONCEALED BOX TYPE. - 3/4" - - - - FIRE HOSE VALVE. UL LISTED AND FM APPROVED, BRASS BODY, POLISHED CHROME FINISH, OUTLET/INLET THREADS TO FIT LOCAL FIRE Ln ,n � COORDINATE WALL THICKNESS WITH ARCHITECT. DEPARTMENT STANDARDS. c 0m UC WHERE PRESSURE DOES NOT EXCEED 100-PSI UNDER FULL FLOW CONDITIONS: - N v N „ POTTER-ROEMER 4065 SERIES. 2-1/2-IN ANGLE VALVE, 300-PSI. Lr) -= °' I- POWHATAN WHERE PRESSURE IS GREATER THAN 100-PSI AT FULL FLOW CONDITIONS: ILD CD a m .N O X 18-157 SERIES POTTER-ROEMER 4033 SERIES. 2-1/2-IN AUTOMATIC PRESSURE REGULATING CONTROL VALVE, COMBINATION SHUT-OFF PRESSURE Q Y o FHV-1 FIRE HOSE _ (ONE-WAY) REDUCING, AND PRESSURE REGULATING VALVE, 400-PSI. mechanical - electrical - plumbing V- r- �„ Q 11 18-158 SERIES IF APPROVED BY THE LOCAL AUTHORITIES HAVING JURISDICTION, PRESSURE RESTRICTING TYPE HOSE VALVES MAY BE INSTALLED IN (TWO-WAY) LIEU OF AUTOMATIC PRESSURE REGULATING TYPE CONTROL VALVES, TRIM: FEMALE SNOOTS WITH PIN LUG HOSE THREAD SWIVELS, PIN LUG PLUGS AND CHAINS. SHEET: FIRE HOSE VALVES SHALL BE INSTALLED WITHIN STAINLESS STEEL RECESSED VALVE CABINETS (18"X18", COORDINATE COLOR/PAINTING WITH ARCHITECT) LABELED FIRE HOSE CABINET WHERE INSTALLED IN PUBLIC CORRIDORS. PROVIDE RATED CABINETS AS REQUIRED. CABINETS SHALL NOT INTERFERE W WALL FIRE RATINGS. REFER TO ARCHITECTURAL PLANS FOR RATING REQUIREMENTS. RELIABLE DUCTILE IRON BODY, REMOVABLE COVER/CLAPPER ASSEMBLY, GAUGE CONNECTIONS ON SYSTEM SIDE AND ssocia es i AV-1 ALARM VALVE - "E-1" SERIES SUPPLY SIDE OF VALVE CLAPPER, EXTERNAL BYPASS TO ELIMINATE FALSE WATER FLOW ALARMS, CONNECTION FOR NON-INTERRUPTIBLE PRESSURE SWITCH. Consulting Engineers DOUBLE AMES BACKFLOW PREVENTER, TWO INDEPENDENTLY-OPERATED MODULAR SPRING-LOADED CAM-CHECK VALVES, TWO OS&Y VALVES, BYPASS DDC-1 DETECTOR HECK - 3000SS SERIES METER, DOUBLE CHECK VALVES, ISOLATION VALVES AND TEST COCKS, DRIP TIGHT CLOSURE AGAINST REVERSE FLOW OF LIQUID CAUSED 8217 Shoal Creek Blvd BY BACK-SIPHONAGE OR BACKPRESSURE, STAINLESS STEEL SPRING AND CAM-ARM, RUBBER FACED DISC, REPLACEABLE SEAT. Suite 100 P4m I UL LISTED VALVE, VALVE TAMPER SWITCH, WATER FLOW DETECTOR, TEST CONNECTION AND DRAIN. INDICATING TYPE, SLOW-CLOSE ZC_1 ZONE CONTROL - _ BUTTERFLY CONTROL VALVE WITH THREADED ENDS OR GROOVED ENDS. ONE (1) SINGLE-POLE DOUBLE-THROW SUPERVISORY Austin, Texas 78757 CONTROL TAMPER SWITCH. TEST CONNECTION AND DRAIN: TEST VALVE, ACRYLIC SIGHT GLASS WITH ORIFICE, AND BYPASS WITH VALVE. 512-407-9011 NSPECTOR'S TEST MODULE: VIC AUL C 718 SERIES. 512-407-8287 (fax) 0 N �Ift PROFFs O VAPOR BARRIER AND PIPE WITH g" (225 MM) DIA. TWO-PIECE FU.SHING P/'.fI c �W 89s7N MOISTURE MIGRATION INSULATION NICKEL BRONZE HANGER ROD SEAL PRESSURE GAUGE I 3/4" FLASHING STRAINER I FLOORING, RE: ARCH. INSULATION SHIELD, WITH COCK t 2 OREGON � I TRANSITION TO I C O o 2' BEYOND HANGER I I L ti (TYP.) I 1 COPPER ABOVE WISHED GRADE "0 `c'MBEB"$' 'I GRADEEK0 '"0' 08.2015 INTUMESCENT PIPE (� IJ I I r. 4 �— d' - ' ' WRAP/STRIP % ' `, I I / a . ° ° .° STAINLESS STEEL AS REQUIRED BY I LOOSE GRAVEL AT ° a EXPIRES 06/30/2p15 LOCAL AUTHORITY INSULATION AND SHIELD /� BALL AVE i j WH-1 WEEP HOLES ESCUTCHEON AS REQUIRED PIPE a ° PLATE IN FINISHED FIRE RATED CAULK �� TAPE APPLIED AT I CAULK AS RE- FLASHING COLLAR . AREAS ONLY BUTT JOINTS I I 4 a o °4 SEAL ANNULAR I EXTERIOR WALL . .° II INSULATION AND VAPOR JACKET SPACE I I 414 ° II I I CAULKED, NO-HUB OR • ,d FINISHED FLOOR I THREADED CONNECTION I °: : ' a • ' : g 4 •: a a$ SHEET METAL UNISTRUT PIPE SUPPORT ° • -. .° PIPE & INSULATION, °•. ° / \ I iw SLEEVE WHERE APPLICABLE" ° ° ;'� FINISHED GRADE 1. ATTACH SUPPORTS FOR ALL PIPING SUSPENDED FROM THE ° 4°' ° t Z RATED WALL STEEL STRUCTURE TO THE TOP CORD OF JOISTS OR BEAMS. a — — — FLASHING -MIN. 24" O 2. PROVIDE COPPER OR PLASTIC COATED HANGERS FOR LINK-SEA ° I I—III—III— SQUARE 16 OZ. COPPER N U NON-INSULATED COPPER PIPE. SEAMLESS COPPER m I NOTE: 1 FIRE-RATED PIPE PENETRATION TUBING MECHANICAL 24" Z w COUPLING MIN I PROVIDE FLASHING WHEN DRAIN IS O 1-- Scale: Scale:NONE ° OR FLANGE IFLOORLLED IN ANON-MEMBRANE U O 2Scale:PIPE HANGER, INSULATION AND VAPOR JACKET (TYPICAL) Z NONE ° Cale:LOOR DRAIN/FLOOR SINK ° Ln oCONCRETE a ' a- Z v) THRUST $ NONE v O > BLOCK LU SCH. 80 PVC o U ROUTE PIPING UNDER, OR SLEEVE BELOW SLAB PROVIDE 48" HEAT TRAPS ON TEMPERATURE GAUGE THROUGH GRADE BEAM. REFER TO T05-FT SECURED COVER, �^ COLD AND HOT WATER SUPPLIES 0'-180' RANGE STRUCTURAL FOR GRADE BEAM DEPTH OUTSIDE TRAFFIC RATED WHERE INSULATION LOCATED IN PARKING oN oN 18"X18"X6" THICK CONCRETE OR DRIVE AREAS o cp r- ---� ----- ---- PAD WHERE C.O. LOCATED IN CW SUPPLY ___________ _____________ - _ I I I I____ I VACUUM RELIEF VALVE DOMESTIC WATER ENTRY DETAIL GREENSCAPED AREA, OTHERWISE GAS-TIGHT PLUG ---� ,----------------- -1 I I r- ----1 t t I I I I 1 1 POURBACK TO MATCH CONCRETE o 0 ---------------------------- --1 t l i i I r --� I I Scale:NONE DRIVE 3 HW SUPPLY _____________________________ I I I I I I I r-- I 1 1 DIELECTRIC UNION FINISH GRADE Kir. ----� --� ----------------i i I i i i rl Lt rl (TYPICAL) MIXING VALVE e,-i ---I _ Q I I BALL VALVE (TYPICAL) I`6 t I`6 I NOTE: TYPICAL PIPING SCHEMATIC1�11 ,} I I III III III III tl IS SHOWN. VERIFY EXACT PIPINGREQUIREMENTS WITH MIXING VALVE j j i COMPRESSION TANK, I I ' I L I I I I I ! MANUFACTURER. I8+ ,I I,- 194 SECURE TO WALL I I I I I I I I I I t t ASME RATED TEMPERATURE CONC PAD REINFORCED PROVIDE VERTICALSRE EXTENSION AS REQUIRED 1 Lff 11 11 u1 WITH (2) 1" X 14 GA. I I i I I I I I ,J � I AND PRESSURE RELIEF SIZED W/6" x 6" x 1/4" WIRE MESH DRAWN: EMB I____jI I�__J GALVANIZED STRAPS. I I I I I I I I 1—I t— FOR MAXIMUM WATER HEATER ADJUSTABLE HOUSINGTWO BALL VALVE W/ MEMORY STOP PROVIDE LAG BOLTS i i i i i i i BTU/H INPUT FlTTI GAY CLEANOUT CHECKED: CHECK VALVE---, AND BLOCKING AS SBB REQUIRED. I I I I L I I I SLAB )OB NO: 1314 HW RECIRC. PD�H � _____ I I I L I I I --I I I L I I I FULL SIZE WATER HEATER, I I I I L I I I DISCHARGE v ` v v SUPPLY k1 FLEX COUPLING, TYP. NOTE: SUSPEND IN-UNE ADJUST THERMOSTAT i i i i l i i i TO DRAIN q Q PIPE °v 6 REDUCER, TYP. PUMP FROM STRUCTURE TO 140 -F III III I I III i4 3.a wil ITHPUMP UNION, TYP.- AND ALL THREAD RODS WATTS WALL MOUNTED I ° 8 TWO WAY CLEAN-OUT SEWER LINE £ AND SPRING ISOLATORS , � I I I i i , - v � a . RESTRAINT ASSEMBLY I I I 3/4" HEATER DRAIN a v 7t. V. W 30 OR EQUAL ILL_� 1 v a• Scale: NONEY' -------� T 22 GA. GALV. DRAIN PAN 3/4" PAN �'a v 30" SQUARE PAN DRAIN o o a v CONCRETE FILL, SECURED COVER, Jensen / Fey TO MOP SINK - ' (6" MIN. AIR GAP) v' q a n a p AS REQUIRED SEE SPECIFICATIONS, Architecture and Planning v COORDINATE WITH 7730 LEARY WAY NE MOP SINK c . p ° v FINISHED FLOOR FINISH REDMOND, WA 98052 v q GRADE GAS-TIGHT PLUG TEL:42 5.216.0318 FAX:425.216.0329 FLASHING ASSEMBLY TO ALUMINUM MATCH ROOF MANUFACTURER'S DOME RUST-PROOF ry ° d p; CLAMPING ELECTRIC WATER HEATER [WITH MIXING VALVE] q • . , STANDARD DETAIL BOLT5 °� ' ROOFING, REFER TO ARCH. CLAMPING Scale: NONE o. Q. FOR SLOPE AND CONSTR. RING WATER-PROOF WATERSTOP SLEEVE WITH WATER STOP MEMBRANE �oo� o 0 00 0 0 0 0 00 0 0 0 �oo LINK SEAL ADJUSTABLE HOUSING CAULK INSIDE CONNECTION >;w;1A I DRAIN PIPE WATER-TIGHT SLEEVE13 FLOOR CLEAN-OUT 6 Scale: NONE 8Scale:NONE METAL DECK, REFER TO ARCHITECTURAL UNDERDECK CLAMP SLEEVE ROOF CONSTRUCTION AS REQUIRED INSULATE BOTTOM BEARING PLATE I N OF DRAIN BODY NOTE: APPLY THREADED, GASKET OR I FIRE-RATED CAULK NO-HUB CONNECTION AS REQUIRED, FIRE STANDPIPE � k TYPICAL ROOF DRAIN ELEVATOR HOISTWAY I 2-1/2" FIRE HOSE VALVE O Scale: NONE _ _ _ _ _ __ I CLEARANCE REQUIRED ^ FOR SPANNER WRENCH THE SUMP PUMP DISCHARGE SHALL BE -- ELEVATOR SUMP PUMP I i HARD PIPED WITH COPPER PIPING TO REMOVE CAP AROUND THE PERIMETER OF THE ELEVATOR SUMP, t •� HOISTWAY, EXTENDING UP ALONG SIDE TURN LEAD DOWN INTO THE HOISTWAY LADDER. INSTALL PER RE' STRUCTL1r AL MAINTAIN MIN. -- CLEARANCE REQUIRED MAINTAIN FROM ( STACK, DO NOT RESTRICT ASME A17.1-2007/CSA B44-07 AND FOR SPANNER WRENCH 12" DIAMETER r) I AIR FLOW PER AUTHORITIES HAVING JURISDICTION. CW PIPING FRESH AIR ' TO REMOVE CAP �} Q r------ -, INTAKES. ...:_. �� 2-1/2" CONNECTION 48 — t� ISOLATION VALVE �p % /�' FOR FIRE HOSE I V I I I 4LB. SHEET LEAD FLASHING, _� ,— MIN. 12" MOP IN W/ ROOFING ELEVTO ATOR SUMPSEWEDISCHARGE SCHAR E HOISTWAY LADDER �'va VANGLE E TYPE TYPICAL PLAN ROOFING, REFER TO ARCH. GJ, A m I UNION �i 8" I I m '�--� TRAP PRIMER VALVE I INSULATION �_�,.f' PIPE SLEEVE V) L1j 1 LOCATE 12-IN ABOVE -- I V„I 0 1 I FLOOR FOR EVERY 20-FT o 0 0 o I o 0 0 o a o o Ln LABEL ALL SUMP PUMP DISCHARGE -.. L J a I p I o�o �octoo�ct�oo�ocP�d�ocR�o2FbcE��b �bobo�$4Poo�$o�b�oo 0o SIGNAGE INDICATING, PIPING AT 10' INTERVALS AS -� OF PRIMER PIPING I SUMP PUMP' �� 6" O V o I I ELEVATOR SUMP PUMP DISCHARGE I- a CM) 0 1 1 © TO STORM WATER SYSTEM" A Oo u, I DISTRIBUTION UNIT FOR I 6" I E ~ 00 Q1 1° SERVICE TO MULTIPLE I - > o o 1 DRAINS ° . u x m I I oi* 4 r s REMOVABLE GRATING, I "---PROVIDE HINGED STAINLESS °"ZF� RE: ARCHITECTURAL PLAN VIEW SECTION A-A 2 STEEL ACCESS DOOR FOR �'�--=` — " ' BALL VALVE v ~ N _ Uv `---- -----J ACCESS WHERE RECESSED IN I CHECK VALVE ANGLE BRACING, �.L_ 0 >-rc' o x t mechanical - electrical - plumbing Y o WALL CAVITY HOSE VALVE ARRANGEMENT •— SLEEVE ROOF I ROOF RE: STRUCTURAL `^ 1O Q a U_ INTUMESCENT CONSTRUCTION, FLOOR DRAIN CONSTRUCTION I WRAP STRIP, REFER TO Scale: NONE AS REQUIRED / ELEVATOR SUMP, � AS REQUIRED BY ARCHITECTURAL RE: STRUCTURAL SHEET: LOCAL AUTHORITY MIN. 12"— FIRE FIRE RATED CAULK UNION ssoc�a es VENT PIPING �• ' ELEVATOR SUMP PUMP WITH FLOAT FOR Consulting Engineers SCHEMATIC AUTOMATIC OPERATION. 8217 Shoal Creek Blvd Suite 100 1 ® PRESSURE TYPE TRAP PRIMER '� 1 VENT THROUGH ROOF ELEVATOR SUMP DISCHARGE Austin, Texas 78757 Scale: NONE Scale: NONE 12Scale: NONE 512-407-9011 512-407-8287 (fax)