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Home My WebLink AboutHMAC - Plans - BID SET 103020241 A1.1 ROOM NAME 101 ROOM NAME ROOM NUMBER DIMENSION POINT OR ELEVATION PARTITION TYPE - SEE A7.1 DOOR NUMBER SEE A7.1 EXTERIOR ELEVATION DRAWING # SHEET # INTERIOR ELEVATION BUILDING SECTION DETAILS DETAIL # SHEET # DETAILS THAT ARE SIMILAR TO THE DETAIL SHOWN DETAIL # SHEET # DETAILS THAT ARE TYPICAL AND WILL OCCUR IN MULTIPLE LOCATIONS DETAIL # SHEET # DRAWING # SHEET # DRAWING # SHEET # SIM. TYP. 101 1i A101 1 Ref A101 1 Ref A1.1 1 A1.1 1 A1.1 11 A1.1 BUILDING SECTION DRAWING # SHEET # ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/4" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET COVER AND PROJECT INFO CS PRC T1.0 10/30/2024 MA I N T E N A N C E A N D R E P A I R S DESIGN TEAM OWNER: CITY OF RENTON CONTACT: DEBORAH BOODELL, CAPITAL PROJECT COORDINATOR 1055 SOUTH GRADY WAY RENTON, WA 98057 PH: 206-556-5026 EMAIL: DBOODELL@RENTONWA.GOV ARCHITECT: ARC ARCHITECTS CONTACT: PAUL CURTIS, PRINCIPAL CHRIS SANFORD, PROJECT DESIGNER 119 SOUTH MAIN STREET, FLOOR 2 SEATLE, WA 98104 PH: 206-322-3322 EMAIL: CURTIS@ARCARCHITECTS.COM SANFORD@ARCARCHITECTS.COM CIVIL ENGINEER: MIG/SVR CONTACT: MARK DAVIES, PRINCIPAL 119 PINE STREET, SUITE 400 SEATTLE, WA 98101 PH: 206-223-0326 EMAIL: MDAVIES@MIGCOM.COMLANDSCAPE ARCHITECT: MIG/SVR CONTACT: MELANIE DAVIES, SR LANDSCAPE ARCHITECT DAVIN DAWSON, LANDSCAE ARCHITECT 119 PINE STREET, SUITE 400 SEATTLE, WA 98101 PH: 206-223-0326 EMAIL: MELANIED@MIGCOM.COM EMAIL: DDAWSON@MIGCOM.COM AQUATIC DESIGNER: AQUATIC DESIGN GROUP CONTACT: JUSTIN CARON, PRINCIPAL 2226 FARADAY AVE CARLSBAD, CA 92008 PH: 760-438-8400 EMAIL: JCARON@AQUATICDESIGNGROUP.COM PROJECT DESCRIPTION CITY OF RENTON - HENRY MOSES AQUATIC CENTER MAINTENANCE AND REPAIRS BID SET DRAWING LIST GENERAL AQUATICS DP-1 ACTIVITY POOL DEMOLITION PLAN SP-1 ACTIVITY POOL LAYOUT PLAN SP-2 ACTIVITY POOL SECTIONS SP-3 DETAILS SP-4 DETAILS VICINITY MAP GENERAL NOTES 1. DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY AND WHAT IS CONTAINED IN ONE SHALL BE CONSIDERED TO BE INCLUDED IN BOTH. 2. THE CONTRACT DOCUMENTS ARE COMPRISED OF THE DRAWINGS, PROJECT MANUAL AND ADDENDA (IF ANY). THE CONTRACT DOCUMENTS ARE CONSIDERED INCOMPLETE UNLESS ALL ELEMENTS LISTED ARE PRESENT. 3. IN THE CASE OF A CONFLICT BETWEEN ANY ASPECT OF THE CONTRACT DOCUMENTS AND ANOTHER, CONTACT THE ARCHITECT IMMEDIATELY FOR DIRECTION. 4. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES. IF A CONFLICT ARISES BETWEEN WHAT IS SHOWN IN THE CONTRACT DOCUMENTS AND AN APPLICABLE CODE, PROMPTLY NOTIFY ARCHITECT FOR DETERMINATION OF HOW TO PROCEED 5. DO NOT SCALE DRAWINGS 6. PERFORM EXCAVATION & FOUNDATION WORK IN CONFORMANCE WITH THE SOILS REPORT AND CONSTRUCTION DOCUMENTS 7. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY. 8. CONTRACTOR MATERIALS AND ACTIVITIES SHALL NOT BLOCK ANY EXIT WHILE THE BUILDING IS OCCUPIED. GOVERNING CODES 2021 INTERNATIONAL BUILDING CODE - WASHINGTON STATE AMENDMENTS ICC/ANSI 1171-2009 ACCESSIBILITY CODE WITH WASHINGTON STATE AMENDMENTS 2018 ENERGY CODE - WASHINGTON STATE AMENDMENTS 2018 INTERNATIONAL MECHANICAL CODE 2018 UNIFORM PLUMBING CODE 2018 NATIONAL ELECTRICAL CODE 2018 UNIFORM FIRE CODE T1.0 COVER AND PROJECT INFO SHEET THIS PROJECT IS COMPRISED PRIMARILY OF THE FOLLOWING MAINTENANCE IMPROVEMENTS TO THE EXISTING HENRY MOSES AQUATIC CENTER LOCATED AT 1719 MAPLE VALLEY HIGHWAY IN RENTON, WASHINGTON 98057: POOL LINER IN KIND REPLACEMENT OF THE EXISTING LEISURE AND WAVE POOL PLASTER LINER WHICH IS SHOWING SIGNS OF FAILING IN AREAS. ADDITIONALLY, THE WATERLINE TILE HAS FAILED IN SOME AREAS AND WILL ALSO BE REPLACED IN KIND AT THE SAME TIME. SPLASH PAD THE CENTER'S EXISTING SPLASH PAD LOCATED NEAR THE FACILITY ENTRANCE HAS BEEN INOPERABLE FOR MANY YEARS AND IS LOCATED SUCH THAT EVEN IF REPAIRS WERE MADE TO GET IT WORKING AGAIN, IT WOULD NOT BE DESIRABLE DUE TO SAFETY CONCERNS AND FOOT TRAFFIC CONGESTION AT THE ENTRY. THE FEATURE IS INSTEAD PLANNED TO BE REMOVED AND REPLACED WITH HARDSCAPE, SEATING, AND A SHADE STRUCTURE. OFFICE, LIFEGUARD, AND CONCESSIONS BUILDING IMPROVEMENTS INCLUDE: REPLACEMENT WINDOWS FOR BETTER PERFORMANCE AND FUNCTIONALITY; REPLACEMENT DOORS FOR BETTER VISIBLITY; REPLACEMENT CASEWORK; SELECT INTERIOR FINISHES; AND MECHANICAL CONDITIONING OF AIR FOR HEATING AND COOLING. LOCKER ROOM BUILDING IN KIND REPLACEMENT OF SELECT MECHANICAL AND PLUMBING SYSTEMS INCLUDING FLOOR DRAIN COVERS. LEGEND ABBREVIATIONS ANGLE CENTER LINE #NUMBER PROPERTY LINE A.B.ANCHOR BOLT A/C AIR CONDITIONING A.C.T.ACOUSTICAL TILE CEILING ADJ.ADJACENT A.F.F.ABOVE FINISH FLOOR ALT.ALTERNATE ARCH.ARCHITECT(URAL) AVG.AVERAGE A.W.P.ACOUSTICAL WALL PANEL BD.BOARD BLK'G.BLOCKING BOT.BOTTOM CAB.CABINET C.B.CATCH BASIN C.F.CUBIC FEET C.J.CONTROL JOINT CLG.CEILING CLR.CLEAR(ANCE) C.M.U.CONCRETE MASONRY UNIT C.O.CLEAN OUT COL.COLUMN CONC.CONCRETE CONT.CONTINUOUS COORD.COORDINATE CPT.CARPET C.T.CERAMIC TILE C.Y.CUBIC YARDS D.F.DRINKING FOUNTAIN D.H.DOUBLE HUNG DIM. DIMENSION DISP.DISPENSER DIV.DIVISION DN.DOWN DR.DOOR D.S.DOWN SPOUT DWG.DRAWING E EAST (COORDINATE) EA.EACH E.B.EXPANSION BOLT E.J.EXPANSION JOINT ELEC.ELECTRICAL ELEV.ELEVATION ENCL.ENCLOSURE EQ.EQUAL EQUIP.EQUIPMENT E.W.C.ELECTRIC WATER COOLER EXT.EXTERIOR F.A.FIRE ALARM F.C.O.FLOOR CLEANOUT F.D.FLOOR DRAIN F.E.FIRE EXTINGUISHER F.E.C.FIRE EXTINGUISHER CABINET F.F.FINISH FLOOR F.F.E.FINISH FLOOR ELEVATION F.S.FROM SLAB F.H.FIRE HYDRANT FIN.FINISH FND.FOUNDATION F.O.C.FACE OF CONCRETE F.O.F.FACE OF FOUNDATION F.O.I.C.FURNISHED BY OWNER / INSTALLED BY CONTRACTOR F.O.I.O FURNISHED BY OWNER/ INSTALLED BY OWNER F.O.M FACE OF MASONRY F.O.S.FACE OF STUD OR STRUCTURE F.P.FIRE PROOF GA.GUAGE GALV.GALVANIZED G.C.GENERAL CONTRACTOR GLULAM GLUE LAMINATED GND.GROUND GR.GRADE G.W.B.GYPSUM WALLBOARD H.B.HOSE BIB H.C.HOLLOW CORE HDBD.HARDBOARD HDR.HEADER HDWR.HARDWARE HDWD.HARDWOOD H.M.HOLLOW METAL H.V.A.C HEATING / VENTILATION / AIR CONDITIONING I.D.INSIDE DIAMETER (DIM.) INSUL INSULATED / INSULATION INT.INTERIOR JT.JOINT KIT.KITCHEN LAF LIQUID-APPLIED MEMBRANE FLASHING L.F.LINEAL FEET LT.WT.LIGHT WEIGHT MAS.MASONRY M.B.MACHINE BOLT M.B.MARKER BOARD M.D.F.MEDIUM DENSITY FIBERBOARD M.D.O.MEDIUM DENSITY OVERLAY M.D.X.MEDIUM DENSITY EXTERIOR OVERLAY MECH.MECHANICAL MEMB.MEMBRANE MFG.MANUFACTURING MFR.MANUFACTURER MIN.MINIMUM MIR.MIRROR M.O.MASONRY OPENING MTL.METAL N.NORTH N.I.C.NOT IN CONTRACT NOM.NOMINAL N.T.S.NOT TO SCALE O.C.ON CENTER O.H.OPPOSITE HAND OPN'G.OPENING OPP.OPPOSITE PERF.PERFORATED P.L.PROPERTY LINE P-LAM.PLASTIC LAMINATE PR.PAIR PT.PINT, POINT P.T. PRESSURE TREATED PTD.PAINTED PTN.PARITION P.V.C.POLYVINYL CHLORIDE PIPE Q.T.QUARRY TILE R.RADIUS, RISER REF.REFER(ENCE) REFR.REFRIGERATOR REINF.REINFORCED SESIL.RESILIENT REV.REVISION, REVISED R.O.ROUGH OPENING RWL RAIN WATER LEADER S.SOUTH SAM SELF-ADHERED MEMBRANE S.C.SOLID CORE S.C.D.SEAT COVER DISPENSER S.D.SOAP DISPENSER, STORM DRAIN S.F.SQUARE FEET SHT.SHEET SHWR.SHOWER SIM.SIMILAR S.N.D.SANITARY NAPKIN DISPENSER S.N.R.SANITARY NAPKIN RECEPACLE S.S.STAINLESS STEEL STL.STEEL STA.STATION S.T.C SOUND TRANSMISSION CLASS ST.S.STANDING SEAM SUB.SUBSTITUTE SUSP.SUSPENDED SV SHEET VINYL SYM.SYMMETRICAL SYS.STYSTEM T.TREAD TB TACK BOARD T.O.C.TOP OF CURB TEL.TELEPHONE TER TERRAZZO T.O.P.TOP OF PLATE OR PAVEMENT T.P.D.TOILET PAPER DISPENSER T.O.W.TOP OF WALL TYP.TYPICAL UNF.UNFINISHED U.O.N.UNLESS OTHERWISE NOTED V.VENT V.B.VAPOR BARRIER V.C.T.VINYL COMPOSITION TILE W.WEST, EIDTH W.C.WATER CLOSET WD.WOOD WDW.WINDOW W.G.WIRED GLASS W.H.WATER HEATER WIN.WINDOW W.P.WATER PROOF(ING) W.R.WATER RESISTANT WT.WEIGHT W.W.F.WELDED WIRE FABRIC W.O.M.WALK OFF MAT CL PL CIVIL C2.1 SPLASH PAD REPLACEMENT - DEMO & TESC PLAN C2.2 SPLASH PAD REPLACEMENT - PAVING, GRADING & DRAINAGE PLAN C2.3 SPLASH PAD REPLACEMENT - PAVING, GRADING & DRAINAGE DETAILS LANDSCAPE L1.1 SPLASH PAD REPLACEMENT - LANDSCAPE PLAN L1.2 SPLASH PAD REPLACEMENT - LANDSCAPE DETAILSSITE REVISION DATE DESCRIPTION MECHANICAL / PLUMBING ENGINEER: GDM ENGINEERS CONTACT: JESSE BARKSDALE, PROJECT MGR 4317 6TH AVENUE SE, SUITE 300 LACEY, WA 98503 PH: 360-318-7095 EMAIL: JBARKSDALE@GDM-AE.COM MECHANICAL M0.1 GENERAL INFORMATION M0.2 SITE PLAN M1.0 MECHANICAL DEMOLITION PLAN M2.0 CONCESSIONS BUILDING HVAC PLAN M6.0 DETAILS PLUMBING P0.1 GENERAL INFORMATION P0.2 SITE PLAN P0.3 SCHEDULES P1.0 ENLARGED DEMOLITION PLUMBING PLANS P1.1 ENLARGED DEMOLITION PLUMBING PLANS P2.0 ENLARGED PLUMBING PLANS P2.1 ENLARGED PLUMBING PLANS P6.0 DETAILS P7.0 RISER DIAGRAMS 2012 WASHINGTON STATE ENERGY CODE CLIMATE ZONE: KING COUNTY - 4C TABLE C402.3 FENESTRATION REQUIREMENTS WINDOWS / VERTICAL FENESTRATIONS: FIXED 0.38 MAX OPERABLE 0.40 MAX, ENTRANCE DOORS 0.60 MAX SHGC: 0.40 MAX. ENERGY CODE NOTES ELECTRICAL ENGINEER: CROSS ENGINEERS, INC. CONTACT: BRICE ANDERSON, ELECTRICAL DESIGNER 923 MARTIN LUTHER KING JR. WAY TACOMA, WA 98405 PH: 253-759-0118 EMAIL: BRICEA@CROSSENGINEERS.COM ELECTRICAL E1.0 ELECTRICAL FLOOR PLANS / RISER DIAGRAM E1.1 ELECTRICAL SCHEDULES ARCHITECTURAL A1.1 SITE PLAN A2.1 FLOOR PLAN A4.1 ENLARGED FLOOR PLANS A5.1 ELEVATIONS A7.1 SCHEDULES A8.1 DETAILS LOC K E R S LOC K E R S 63 6 3 6 3 NO DIVING FT IN NO D I V I N G FT IN NO D I V I N G FT IN ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION DD MD/MD AS INDICATED C2.1 SPLASH PAD REPLACEMENT - DEMO & TESC PLAN LOC K E R S LOC K E R S 6 3 6 3 NO D I V I N G FT IN FT ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION DD MD/MD AS INDICATED C2.2 SPLASH PAD REPLACEMENT - PAVING, GRADING & DRAINAGE PLAN DD MD ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION DD MD/MD AS INDICATED C2.3 SPLASH PAD REPLACEMENT - PAVING, GRADING & DRAINAGE DETAILS DD MD NTS1CONCRETE POOL DECK PAVING NTS2CONCRETE THICKENED EDGE NTS3AREA DRAIN NTS4PAVEMENT JOINTING NTS5CATCH BASIN INSERT TYPICAL CONTRACTION JOINT TYPICAL EXPANSION JOINT TYPICAL CONSTRUCTION JOINT LOC K E R S LOC K E R S 6 3 6 3 NO D I V I N G FT IN FT ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION DAVI N D O U G L A S D A W S O N N O . 2 0 1 15783 E X P . 6 /0 2/2026L A N D S C A P E A R C H I T EC T DD MD/MD AS INDICATED L1.1 SPLASH PAD REPLACEMENT - LANDSCAPE PLAN DD MD SIGNED OCT. 28, 2024 ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION DAVI N D O U G L A S D A W S O N N O . 2 0 1 15783 E X P . 6 /0 2/2026L A N D S C A P E A R C H I T EC T DD MD/MD AS INDICATED L1.2 SPLASH PAD REPLACEMENT - LANDSCAPE DETAILS DD MD NTS1SHADE STRUCTURE FOOTING NTS2NOT USED NTS3SYNTHETIC GRASS SURFACING 4 SYNTHETIC GRASS MOUND SECTION A PLAN VIEW A NTS SIGNED OCT. 28, 2024 NO D I V I N G FTIN NO D I V I N G FTIN NO DIVING FT IN NO D I V I N G FT IN NO DIVING FT IN NO D I V I N G FT IN NO D I V I N G FT IN NO D I V I N G FT IN NO DIVING FT IN NO DIV I N G FT IN NO D I V I N G FT IN NO D I V I N G FTIN NO D I V I N G FTIN NO DIVING F T IN NO D I V I N G FT IN NO D I V I N G FT IN NO DIVING FTIN NO DIVING FTIN NO DIVING FT IN NO D I V I NG FT IN NO DIVING FT IN NO DIVING FT IN NO D I V I N G FT IN NO D I V I N G FT IN NO DIVIN G FT IN NO D I V I N G FT IN NO D I V I N G FTIN NO D I V I N G FT IN NO DIV I N G FT IN NO D I V I N G FTIN NO D I V I N G FT IN NO D I V I N G FTIN LOC K E R S LOC K E R S 0 6 0 4 0 3 0 2 0 1 05 04 03 01 03 6 3 6 3 6 3 6 3 63 06 6 3 6 3 6 3 6 3 63 63 6 3 6 3 02 63 6 3 02 0 2 0 3 06 0 5 ACTIVITY POOL LINER REPLACEMENT EXTENTS OF WORK, SEE AQUATICS DRAWINGS SPLASH PAD DEMOLITION AND SITE REPLACEMENT EXTENTS OF WORK, SEE CIVIL AND LANDSCAPE DRAWINGS ACTIVITY POOL EXISTING LOCKERS AND MECHANICAL BUILDING LAP POOL (NO WORK) SPLASH PADEXISTING OFFICE AND CONCESSIONS BUILDING ACTIVITY POOL SLIDE LOCKERS AND MECHANICAL BUILDING PLUMBING AND MECHANICAL SYSTEM IMPROVEMENTS EXTENTS OF WORK, SEE ARCH AND MECHANICAL DRAWINGS EXISTING OFFICE AND CONCESSIONS BUILDING OPENINGS, CASEWORK, FINISHES AND HVAC EXTENTS OF WORK, SEE ARCH AND MECH DRAWINGS ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/16" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET SITE PLAN CS PRC A1.1 10/30/2024 MA I N T E N A N C E A N D R E P A I R S NORTH 1/16" = 1'-0"1 SITE PLAN - LEVEL 1 REVISION DATE DESCRIPTION NO D I V I N G FT IN NO DIVING FTIN NO DIVING FTIN NO DIVING FTIN NO DIVING FTIN NO D I V I N G FT IN NO D I V I N G FT IN NO D I V I N G FT IN NO DIVING FT IN NO DI V I N G FT IN NO D I V I N G FT IN NO D I V I N G FT IN NO D I V I N G FT IN NO DIVING F T I N NO D I V I N G FT IN NO D I V I N G FT IN NO DIVING FTIN NO DIVING FTIN NO DIVING FT IN NO D I VIN G FT IN NO DIVING FT IN NO DIVING FT IN NO D I V I N G FT IN NO D I V I N G FT IN NO DIVIN G FT IN NO D I V I N G FT IN NO D I V I N G FT IN NO D I V I N G FT IN NO DIV I N G FT IN NO D I V I N G FT IN NO D I V I N G FT IN NO DIVING FTIN LOC K E R S LOC K E R S 0 6 0 4 0 3 0 2 0 1 05 04 03 01 03 6 3 6 3 6 3 6 3 63 06 6 3 6 3 6 3 6 3 63 63 6 3 6 3 02 63 6 3 02 0 2 0 3 06 0 5 ROOM NAME 101 ROOM NAME ROOM NUMBER DIMENSION POINT OR ELEVATION DOOR NUMBER SEE A7.1 EXTERIOR ELEVATION DRAWING # SHEET # INTERIOR ELEVATION DETAILS DETAIL # SHEET # DRAWING # SHEET # LEGEND A1.1 1101 A101 1 Ref A101 1 Ref - EXISTING OFFICES AND CONCESSIONS BUILDING 1 EXISTING LOCKERS AND MECHANICAL BUILDING 3 3 2 2 A4.1 2 A4.1 1 DEMO FLOOR 5 1 4 2 2 SK1.0 1 1.REMOVE AND DISPOSE OF UMBRELLA, ASSOCIATED SUPPORT, AND FOOTING IN THEIR ENTIRETY INCLUDING THE CONCRETE PANEL IT FALLS WITHIN. DEMO CONCRETE WALK PANEL FROM CONTROL JOINT TO CONTROL JOINT. PATCH BACK EXISTING CONCRETE WALK TO MATCH SURROUNDING FLATWORK, SEE CIVIL FOR FLATWORK REPLACEMENT DETAILS. 2.REMOVE AND REPLACE EXISTING TRENCH DRAIN BODIES AND COVERS PER PLUMBING DRAWINGS AND SPECIFICATIONS. FOR DEMOLITION OF EXISTING TRENCH DRAINS, ASSUME SAW CUTTING IS REQUIRED PPROXIMATELY 6 ” BEYOND TRENCH DRAIN PERIMETERS. SET NEW DRAINS SO FLUSH WITH SURROUNDING FLOOR SURFACES. POUR BACK CONCRETE SLAB W/ BROOM FINISH TO MATCH SURROUNDING FLOORS. 3. MECHANICAL AND PLUMBING UPGRADES TO LOCKER ROOM BUILDING, SEE MECHANICAL AND PLUMBING DRAWINGS FOR FULL EXTENTS 4.SPLASH PAD DEMOLITION AND SITE REPLACEMENT EXTENTS OF WORK (EXISTING CONDITION SHOWN), SEE CIVIL AND LANDSCAPE DRAWINGS 5.ACTIVITY POOL LINER REPLACEMENT EXTENTS OF WORK, SEE AQUATICS DRAWINGS FOR FULL EXTENTS FLOOR PLAN KEY NOTES: 1. 2. 3. 4. REFER TO T1.0 FOR GENERAL NOTES. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETER. SEE BUILDING ELEVATIONS FOR WINDOW TYPES AND DESCRIPTIONS REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION FLOOR PLAN GENERAL NOTES: ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 As indicated CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET FLOOR PLAN Author Checker A2.1 10/30/2024 MA I N T E N A N C E A N D R E P A I R S 1/8" = 1'-0"1 FLOOR PLAN REVISION DATE DESCRIPTION ROOM NAME 101 ROOM NAME ROOM NUMBER DIMENSION POINT OR ELEVATION DOOR NUMBER SEE A7.1 EXTERIOR ELEVATION DRAWING # SHEET # INTERIOR ELEVATION DETAILS DETAIL # SHEET # DRAWING # SHEET # LEGEND A1.1 1101 A101 1 Ref A101 1 Ref 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. INSTALL NEW WINDOW IN EXISTING ROUGH OPENING, SEE ELEVATIONS, WINDOW SCHEDULE INSTALL NEW FIELD-MULLED WINDOWS IN NEW ROUGH OPENING FORMED BY COMBINING TWO PAIRED ROUGH OPENINGS AS SHOWN, SEE ELEVATIONS, WINDOW SCHEDULE INSTALL NEW BUILT-IN CASEWORK AND CUSTOMER INTAKE DESKS TYPICAL THIS ROOM, SEE ELEVATIONS, CASEWORK DETAILS INSTALL NEW BUILT-IN S.S. COUNTERTOPS THIS ROOM, SEE ELEVATIONS, CASEWORK DETAILS NEW WAYFINDING SIGNAGE TYPICAL AT EACH CUSTOMER SERVICE INTAKE WINDOW, F.O.I.C. INSTALL NEW DOOR INTO EXISTING FRAME (LEFT IN PLACE), SEE DOOR SCHEDULE, RE-USE AND RE- INSTALL EXISTING HARDWARE PAINT ALL WALLS IN THIS ROOM, SEE INTERIOR ELEVATIONS NEW HVAC UNIT IN OFFICE SPACE, SEE INTERIOR ELEVATIONS, MECHANICAL DRAWINGS INSTALL NEW FIELD-MULLED WINDOWS IN NEW ROUGH OPENING FORMED BY COMBINING TWO PAIRED ROUGH OPENINGS AND LOWERING SILL TO MEET ADA REQUIREMENTS, SEE ELEVATIONS, WINDOW SCHEDULE INSTALL NEW BUILT-IN CASEWORK THIS LOCATION, SEE ELEVATIONS, CASEWORK DETAILS ENLARGED FLOOR PLAN KEY NOTES: 1. 2. 3. 4. 5. DOORS, COLUMNS, AND WALLS SHOWN BUT NOT NOTED WITH A KEY NOTE ARE CONSIDERED EXISTING AND NO WORK IS ANTICIPATED REFER TO T1.0 FOR GENERAL NOTES. SEE CIVIL & LANDSCAPE DRAWINGS FOR EXTERIOR OF BUILDING CONDITIONS BEYOND THE BUILDING PERIMETER. SEE BUILDING ELEVATIONS FOR WINDOW TYPES AND DESCRIPTIONS REFER TO SCHEDULE SHEETS FOR ADDITIONAL INFORMATION ENLARGED FLOOR PLAN GENERAL NOTES: A5.14 3 A5.1 1 A5.1 2 PT-2 PT-1 PT - 1 PT - 1 PT - 2 PT - 2 PT - 1 PT-1 PT-1 PT - 1 PT-1 PT-1 PT-1 PT - 1 PT - 1 PT - 2 PT-2 PT-2 PT- 2 A5.15 A5.1 7 A5.1 8 A5.16 2 9 2 1 11 1 1 PT-1 PT-2 PT-2 PT-2 3 3 3 4 4 4 5 5 555 6 6 6 104B 104A 101A 7 7 7 8 OFFICE/TICKETS 104 CONCESSIONS 101 STORAGE 103 JAN. 102 C C C C C C B B AAAA A A TYP 2' - 10" 10 A5.14 3 A5.1 1 A5.1 2 A5.15 A5.1 7 A5.1 8 A5.16 1 1 1 1 1 1 2 2 2 3 3 3 4 4 1 1111 1 1 OFFICE/TICKETS 104 CONCESSIONS 101 STORAGE 103 JAN. 102 1. 2. 3. 4. REMOVE AND DISPOSE OF EXISTING WINDOW SYSTEM, INCLUDING FLASHING, SEALANTS, SHIMS, AND BACKER RODS DOWN TO ROUGH OPENING FRAMING AT CONCESSIONS ROOM ONLY REMOVE WALL ASSEMBLY BETWEEN PAIRED WINDOWS AS SHOWN. SEE ELEVATIONS FOR ADDITIONAL INFORMATION ON EXTENTS REMOVE AND DISPOSE OF EXISTING CASEWORK WHERE SHOWN. PROTECT SURROUNDING WALL SURFACES AND FINISHES IN PLACE REMOVE EXISTING DOOR (PROTECT FRAME AND HARDWARE FOR RE-USE) ENLARGED DEMO PLAN KEY NOTES: 1. 2. DOORS, COLUMNS, AND WALLS SHOWN BUT NOT NOTED WITH A KEY NOTE ARE CONSIDERED EXISTING AND NO WORK IS ANTICIPATED PREPARATION FOR ROOMS RECEIVING PAINT INCLUDES REMOVING ELECTICAL FIXTURE PLATES, INTERIOR ROOM SIGNAGE, ESCUTCHEON PLATES, ETC. ENLARGED DEMO PLAN GENERAL NOTES: LEGEND PT CORNER GUARD EXTENT OF PAINT CG CJ CONTROL JOINT, SEE GENERAL NOTES FF FACTORY FINISH PT FIELD APPLIED PAINT HPC HIGH PERFORMANCE COATING FIELD APPLIED SSTL STAINLESS STEEL DIRECTION OF CARPET OR WOOD INSTALLATION OTS OPEN TO STRUCTURE SWS SUSPENDED WOOD SLAT CEILING ST STAIN CW CURTAIN WALL GW GLASS WALL BY RACQUETBALL MFR ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/4" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET ENLARGED FLOOR PLANS Author Checker A4.1 10/30/2024 MA I N T E N A N C E A N D R E P A I R S 1/4" = 1'-0"2 ENLARGED FLOOR PLAN REVISION DATE DESCRIPTION 1/4" = 1'-0"1 ENLARGED DEMOLITION FLOOR PLAN 1. REFER TO T1.0 FOR PROJECT GENERAL NOTES. 2. REFER TO A8.1 FOR EXTERIOR DETAILS 3. REFER TO A9.1 FOR INTERIOR DETAILS 4. DRAWINGS INDICATE GENERAL & TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER, TYPICAL DETAILS SHALL APPLY. . ELEVATION NOTES: TEMPERED GLASS, TYP ALL NEW WINDOW/DOOR GLAZING ELEVATION LEGEND LAMINATED GLASS, NOT APPLICABLEL LIGHT GAUGE STEEL HEADER (RADIUSED). FACE MOUNT TO EXISITING JAMB STUDS EXTENT OF GWB DEMO EXIST. CASEWORK TO REMAIN, PROTECT IN PLACE EXCEPT AT CENTER PAIR OF WINDOWS WHERE NEW CASEWORK IS REQUIRED DUE TO LOWERED SILL TY P 1' - 0 " NEW SS SERVERY COUNTER (RADIUSED), TYP. COORDINATE W/ WINDOW MFR SILL DTL AND EXIST CASEWORK EXIST. GWB, PAINT TYP 1' - 0" NEW WINDOW PAIR AT CONCESSIONS (TYP OF 3), FIELD MULL PATCH, PRIME, AND PAINT TO MATCH SURROUNDING WALL, TYP WALL BASE, PROTECT IN PLACE WHERE OCCURS LOWERED SILL FRAMING AT CENTER PAIR OF WINDOWS, NEW COUNTERTOP HT 34" A.F.F. MAX2' - 8 " TYP 2' - 4" NEW SHT METAL TRIM AROUND WINDOW PERIMETER, TYP. COLOR TO MATCH EXISITNG MTL SIDING NEW SS SERVERY COUNTER (RADIUSED), TYP EXISTING MTL SIDING TO REMAIN DEMOLISH WALL ASSEMBLY BETWEEN EXISTING WINDOW PAIRS AT CONCESSIONS NEW WINDOW PAIR AT CONCESSIONS (TYP OF 3), FIELD MULLA8.1 10 A8.1 12 A8.1 13 LOWER SILL FRAMING AND COUNTERTOP HEIGHT A.F.F. AT CENTER WINDOWS AT C E N T E R W I N D O W S , N E W S I L L H T = 3 4 " M A X 2' - 8 " T . O . S I L L F R A M I N G EXIST. CONCRETE WALL, NO WORK NEW WINDOW PAIR IN EXISTING R.O., FIELD MULL NEW FULL-LITE DOOR, EXISTING FRAME TO REMAIN A8.1 7 A8.1 9 A8.1 8 NEW WINDOW PAIR IN EXISTING R.O., FIELD MULL NEW FULL-LITE DOOR, EXISTING FRAME TO REMAIN NEW COUNTERTOP, MATCH ALL OFFICE COUNTERTOP HEIGHTS TO EAST ELEVATION SILL EXIST. GWB, PAINT NEW CASEWORK 2' - 4" NEW WINDOWS IN EXIST R.O.'s NEW COUNTERTOPS, MATCH ALL OFFICE COUNTERTOP HEIGHTS TO EAST ELEVATION SILL EXIST. GWB, PAINT NEW CASEWORK, TYP WALL BASE TO BE REPLACED, TYP 2' - 4"2' - 4"1' - 3"2' - 4"1' - 3" A8.1 3 A8.1 1 A8.1 2 TYPTYPTYP NEW WINDOWS IN EXIST R.O.'s NEW COUNTERTOPS, MATCH ALL OFFICE COUNTERTOP HEIGHTS TO EAST ELEVATION SILL EXIST. GWB, PAINT NEW CASEWORK, TYP 2' - 4"1' - 3"2' - 4"2' - 0"2' - 4" EXIST METAL TRIM TO REMAIN EXISTING MTL SIDING TO REMAIN NEW WINDOWS IN EXISTING R.O. EXIST METAL TRIM TO REMAIN EXISTING MTL SIDING TO REMAIN NEW WINDOWS IN EXISTING R.O. EXIST SIGNAGE PANEL TO REMAIN A8.1 4 A8.1 5 A8.1 6 ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 As indicated CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET ELEVATIONS Author Checker A5.1 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION 1/4" = 1'-0"1 CONCESSION - EAST INTERIOR 1/4" = 1'-0"5 CONCESSION - EAST EXTERIOR 1/4" = 1'-0"6 OFFICE - EAST EXTERIOR 1/4" = 1'-0"2 OFFICE - EAST INTERIOR 1/4" = 1'-0"3 OFFICE - SOUTH INTERIOR 1/4" = 1'-0"4 OFFICE - WEST INTERIOR 1/4" = 1'-0"8 OFFICE - SOUTH EXTERIOR 1/4" = 1'-0"7 OFFICE - WEST EXTERIOR V.I.F. 2' - 10" R.O. EX I S T I N G , V . I . F . V. I . F . 4' - 0 " R . O . V.I.F. 3' - 2" R.O. EX I S T I N G , V . I . F . V. I . F . 4' - 6 " R . O . V.I.F. 4' - 0" R.O. V. I . F . 6' - 0 " R . O . LO W E R S I L L @ O N E L O C A T I O N , S E E E L E V S EX I S T I G , V . I . F . T Y P A B C EQ EQ EQ EQ EQ EQ RENOVATION ALUMINIUM SLIDER RENOVATION ALUMINIUM SINGLE-HUNG RENOVATION ALUMINIUM SINGLE-HUNG TYPE A PE R S C H E D U L E SCHEDULE PER DOOR MATERIAL/FINISH PER SCHEDULE TEMPERED GLASS LITE 6"6" 6" 1' - 0 " ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/2" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET SCHEDULES Author Checker A7.1 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION DOOR SCHEDULE ROOM NAME DOOR FRAME PAIR COMMENTSNUMBERTYPE OPENING WIDTH HEIGHT MATERIAL FINISH TYPE MATERIAL FINISH CONCESSIONS 101A A 3' - 4"7' - 0"HM/GLASS PAINT EXIST EXIST PAINT N/A V.I.F. (SIZE, HANDING, HARDWARE) OFFICE/TICKETS 104A A 3' - 0"7' - 0"HM/GLASS PAINT EXIST EXIST PAINT N/A V.I.F. (SIZE, HANDING, HARDWARE) OFFICE/TICKETS 104B A 3' - 0"7' - 0"HM/GLASS PAINT EXIST EXIST PAINT N/A V.I.F. (SIZE, HANDING, HARDWARE) 1/2" = 1'-0"1 WINDOW SCHEDULE 1. TO DETERMINE FRAME DEPTH, VERIFY IN FIELD. 2. THE OPENING AND CLOSING FORCE OF ALL INTERIOR SWINGING OR SLIDING DOORS WITH OR WITHOUT CLOSERS SHALL REQUIRE NO GREATER THAN 5 POUNDS OF FORCE TO MEET ACCESSIBILITY REQUIREMENTS DESCRIBED IN ANSI A117.1-2008. 3. FOR ANY NEW FRAMING MATCH EXISTING WALL DEPTH, TYP DOOR & FRAME MATERIAL: HM = HOLLOW METAL AL = ALUMINUM WD = WOOD FG = FIBERGLASS GL=GLASS DOOR & FRAME FINISH: PT = METAL, FIELD PAINTED ANOD = ANODIZED FF = FACTORY FINISHED ST = STAIN CL = CLEAR FINISH GLAZING: SEE INTERIOR AND EXTERIOR ELEVATIONS FOR LOCATIONS OF TEMPERED, LAMINATED AND COLORED LAMINATED GLAZING DOOR TYPESGENERAL DOOR NOTES 1/2" = 1'-0"2 DOOR TYPE SCHEDULE (1) ADJ. SHELVES AT CABINETS ADJ. SHELF PIN HOLES AT 2" OC CONT. SEALANT, BEFORE RUBBER BASE INSTALLATION DRAWER WHERE OCCURS. LOCATE PER ELEVATIONS 3 1/2" SUBSTRATE WITH PLAM TOP AND FRONT EDGE PLAM AT ALL EXPOSED SURFACES 1 1/2" 1 1 / 2 " 2' - 1" WALL EXISTING SET COUNTER HEIGHT BY EAST WINDOW SILL, VERIFY IN FIELD DRAWERS W/ MELAMINE ALL SIDES, TYP SUBSTRATE WITH PLAM TOP AND FRONT EDGE HANDLES, TYP CONT. SEALANT, BEFORE RUBBER BASE INSTALLATION PLAM AT ALL EXPOSED SURFACES 1 1 / 2 " 2' - 1" SEALANT AT WALL & ALL COUNTER JOINTS WALL EXISTING EQ EQ EQ SUBSTRATE WITH PLAM TOP AND FRONT EDGE CONT. SEALANT, BEFORE RUBBER BASE INSTALLATION SEALANT AT WALL & ALL COUNTER JOINTS ADA REQ'D CLEARANCE 9" 1' - 5" 8" 1 1 / 2 " CASEWORK BEYOND 1' - 0" WALL EXISTING WALL EXISTING NEW WINDOW NEW RETURNS BY WINDOWS MFR, TYP SHIM PER MFR, TYP BACKER ROD & SEALANT, TYP INT AND EXT AS SHOWN NEW CASEWORK WHERE OCCURS, SEE ELEVS WA L L EX I S T I N G ALIGN TYP NEW WINDOW NEW RETURNS BY WINDOWS MFR, TYP SHIM PER MFR, TYP BACKER ROD & SEALANT, TYP INT AND EXT AS SHOWN WALL EXISTING ALIGN TYP NEW WINDOW NEW RETURNS BY WINDOWS MFR, TYP BACKER ROD & SEALANT, TYP INT AND EXT AS SHOWN C.I.P. WALL EXISTING NEW WINDOW NEW RETURNS BY WINDOWS MFR, TYP SHIM PER MFR, TYP BACKER ROD & SEALANT, TYP INT AND EXT AS SHOWN NEW CASEWORK WHERE OCCURS, SEE ELEVS C. I . P . W A L L EX I S T I N G NEW WINDOW NEW RETURNS BY WINDOWS MFR, TYP SHIM PER MFR, TYP BACKER ROD & SEALANT, TYP INT AND EXT AS SHOWN ALIGN TYP C.I.P. WALL EXISTING NEW WINDOW NEW RETURNS BY WINDOWS MFR, TYP SHIM PER MFR, TYP BACKER ROD & SEALANT, TYP INT AND EXT AS SHOWN ALIGN TYP WALL EXISTING NEW MULTI- SLIDE SERVERY WINDOW NEW PRE-FINISHED METAL FLASHING, RADIUSED TO MATCH EXIST WALL RADIUS BACKER ROD & SEALANT, TYP INT AND EXT AS SHOWN WA L L EX I S T I N G REMOVE AND REINSTALL PRE- FINISHED MTL FLASHING NEW MULTI-SLIDE SERVERY WINDOW SHIM PER MFR, TYP BACKER ROD & SEALANT, TYP INT AND EXT AS SHOWN A8.1 11 EX I S T I N G C A S E W O R K 1 1 / 2 " 1 1 / 2 " MATCH EXIST @ CENTER WINDOW EXIST 1' - 0" NEW CASEWORK @ CENTER WINDOW, EXISTING @ OTHER LOCATIONS 1/4"x14"xCONT STL PL SUPPORT, PAINT TO MATCH EXIST. EXTERIOR SIDING S.S. SHEET METAL OVER (2) SHEETS OF 3/4" MARINE GRADE PLYWOOD, WRAP DOWN ONTO FASCIA AS SHOWN MA T C H E X I S T I N G A T O T H E R L O C A T I O N S 34 " @ C E N T E R W I N D O W S 1/4" RADIUS, TYP AT CENTER WINDOW LOCATION REMOVE INT GWB, CUT DOWN STUDS AND INSTALL NEW RADIUSED SILL PLATE 2x4 P.T. FASCIA EXISTING GRADEWALL EXISTING WALL EXISTING TURN DOWN S.S. SHT MTL SHEET AT WINDOW FRAME, SEAL JOINT, TYP. INT & EXT NEW MULTI- SLIDE SERVERY WINDOW ALIGN, TYP. INT & EXT AT CENTER WINDOW, CUT DOWN SIDING TO NEW HEIGHT AND REINSTALL SHT MTL TRIM. SEAL TO PL STL ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 As indicated CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET DETAILS Author Checker A8.1 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION 1 1/2" = 1'-0"1 TYP BASE CABINET W/ TOP DRAWER 1 1/2" = 1'-0"2 TYP BASE CABINET OF DRAWERS 1 1/2" = 1'-0"3 TYP COUNTER @ OFFICE WINDOW 3" = 1'-0"4 WINDOW SILL @ OFFICE 3" = 1'-0"5 WINDOW JAMB @ OFFICE 3" = 1'-0"6 WINDOW HEADER @ OFFICE 3" = 1'-0"7 WINDOW SILL @ CONCRETE WALL 3" = 1'-0"8 WINDOW JAMB @ CONCRETE WALL 3" = 1'-0"9 WINDOW HEADER @ CONCRETE WALL 3" = 1'-0"13 SERVERY WINDOW HEADER 3" = 1'-0"12 SERVERY WINDOW JAMB 1 1/2" = 1'-0"10 SERVERY COUNTER 3" = 1'-0"11 SERVERY WINDOW SILL ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION MWB GSF ACTIVITY POOL DEMOLITION PLAN DP-1 ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION MWB GSF ACTIVITY POOL LAYOUT PLAN SP-1 SWIMMING POOL SECTION VIEWS SP-2 ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION MWB GSF ACTIVITY POOL SECTIONS ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION MWB GSF DETAILS SP-3 0 IN1FT 02FT 63FTIN IN 63FT IN ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION MWB GSF DETAILS SP-4 12/12 DL DOOR LOUVER W/ SIZE SMOKE DAMPER BACKDRAFT DAMPER FLEXIBLE DUCT CONNECTION TURNING VANES CEILING AIR TERMINAL (SQUARE) CEILING AIR TERMINAL (ROUND) FLEXIBLE DUCT VOLUME DAMPER MOTORIZED DAMPER FIRE DAMPER IN HORIZONTAL POSITION FIRE DAMPER IN VERTICAL POSITION CAP END OF PIPE SUPPLY AIR DUCT UP EXHAUST/RETURN AIR DUCT UP OUTSIDE AIR DUCT UP SUPPLY AIR DUCT DOWN EXHAUST/RETURN AIR DUCT DOWN SOUNDLINED DUCT DIFFUSER CALLOUT (SIZE, TYPE, CFM, 50 FPM THROW) OUTSIDE AIR DUCT DOWN 12X12 CD-1 100 27 BRANCH -TOP CONNECTION BRANCH -BOTTOM CONNECTION BRANCH -SIDE CONNECTION DUCT DOWN (ROUND) DUCT UP (ROUND) THERMOSTAT TEMPERATURE SENSOR COMBINATION FIRE/SMOKE DAMPER WITH INTEGRATED DUCT SMOKE DETECTOR RETURN/EXHAUST/TRANSFER AIRFLOW SUPPLY AIRFLOW PIPE OR DUCT BREAK (GRAPHIC ONLY -CONTINUOUS PIPE/DUCT) M T TE SYMBOL DESCRIPTION SYMBOL DESCRIPTION CEILING AIR TERMINAL (SQUARE) VOLUME DAMPER SUPPLY AIR DUCT UP EXHAUST/RETURN AIR DUCT UP OUTSIDE AIR DUCT UP SUPPLY AIR DUCT DOWN EXHAUST/RETURN AIR DUCT DOWN OUTSIDE AIR DUCT DOWN PIPE DOWN PIPE UP CONTROL DAMPER COIL SYMBOL LEGEND ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 12" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET GENERAL INFORMATION BO JB M0.1 10/30/2024 MA I N T E N A N C E A N D R E P A I R S ABBREVIATIONS LIST °F DEGREES FAHRENHEIT (E) EXISTING A AMPERES A/E ARCHITECT/ENGINEER AABC ASSOCIATED AIR BALANCE COUNCIL ABAAS ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD ABV ABOVE ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AG AIRGAP AMP AMPERES AMT AMOUNT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APSP ASSOCIATION OF POOL AND SPA PROFESSIONALS ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASJ ALL SERVICE JACKET ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASSY ASSEMBLY AUX AUXILIARY AVG AVERAGE AWG AVERAGE WIRE GUAGE BDD BACKDRAFT DAMPER BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR C CONDUIT CAP CAPACITY CFM CUBIC FEET PER MINUTE CFSD COMBINATION FIRE/SMOKE DAMPER CONN CONNECTION COP COEFFICIENT OF PERFORMANCE DB DRY BULB DC DIRECT CURRENT DC DOUBLE CHECK DDC DIRECT DIGITAL CONTROL DEG DEGREE (FAHRENHEIT) DIA DIAMETER DISCH DISCHARGE DN DOWN EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE (DEGREES FAHRENHEIT) EC ELECTRICAL CONTRACTOR EDB ENTERING DRY BULB TEMPERATURE (DEGREES FAHRENHEIT) EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ELEC ELECTRICAL EMCS ENERGY MANAGEMENT/CONTROL SYSTEM ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB TEMPERATURE (DEGREES FAHRENHEIT) EXH EXHAUST F FAHRENHEIT FIN FINISHED FLA FULL LOAD AMPERES FLR FLOOR FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET GA GAUGE GC GENERAL CONTRACTOR GYP GYPSUM H HEIGHT HP HORSEPOWER HSPF HEATING SEASON PERFORMANCE FACTOR HR HOUR HRS HOURS IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IEER INTEGRATED ENERGY EFFICIENCY RATIO IMC INTERNATIONAL MECHANICAL CODE IN INCH IPLV INTEGRATED PART LOAD VALUE J-BOX JUNCTION BOX KW KILOWATT L LENGTH LAT LEAVING AIR TEMPERATURE (DEGREES FAHRENHEIT) LB POUND LBS POUNDS MAX MAXIMUM MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MERV MINIMUM ENERGY REPORTING VALUE MFG MANUFACTURER MFR MANUFACTURER MIN MINIMUM MOCP MAXIMUM OVERCURRENT PROTECTION MRT MEAN RADIANT TEMPERATURE N/A NOT APPLICABLE NC NOISE CRITERIA NC NORMALLY CLOSED NEBB NATIONAL ENVIRONMENTAL BALANCING BUREAU NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NUMBER NPLV NON-STANDARD PART LOAD VALUE NRC NOISE REDUCTION CRITERIA OA OUTSIDE AIR OD OUTSIDE DIAMETER OSA OUTSIDE AIR OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION PCF POUNDS PER CUBIC FOOT PD PRESSURE DROP PH PHASE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE QTY QUANTITY RECT RECTANGULAR RGB RED-GREEN-BLUE RM ROOM RP REDUCED PRESSURE RR REFRIGERANT RETURN RS REFRIGERANT SUPPLY RPM REVOLUTIONS PER MINUTE SEER SEASONAL ENERGY EFFICIENCY RATIO SENS SENSIBLE SF SQUARE FEET SM SHEET METAL SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SP STATIC PRESSURE SQ FT SQUARE FEET SQ IN SQUARE INCHES SS STAINLESS STEEL T TEMPERATURE TD TEMPERATURE DROP TEFC TOTALLY ENCLOSED FAN-COOLED TEMP TEMPERATURE TYP TYPICAL V VOLT VA VOLT-AMPERES VD VOLUME DAMPER W/ WITH W WATT WAC WASHINGTON STATE ADMINISTRATIVE CODE WB WET BULB WI WIDTH GENERAL NOTES 1. PROVIDE SYSTEM STARTUP, TESTING, ADJUSTMENTS, AND REPORTS TO MEET MINIMUM REQUIREMENTS OF WASHINGTON STATE ENERGY CODE - COMMERCIAL PROVISIONS SECTION C408. 2. CONTRACTOR SHALL SUPPORT SYSTEM COMMISSIONING AND SHALL COORDINATE WITH PROJECT COMMISSIONING AGENT. 3. CONTRACTOR SHALL PROVIDE ALL DOCUMENTATION REQUIRED TO SUPPORT SYSTEM COMMISSIONING. 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND CONSTRUCTION FEES. FURNISH COPIES OF ALL CONSTRUCTION PERMITS, FINAL APPROVED PERMITS, AND SIMILAR DOCUMENTS TO OWNER DOCUMENTING COMPLIANCE WITH CODE REQUIREMENTS. 5. BASIS OF DESIGN: THE PRODUCTS OR SERVICES IN THE BASIS OF DESIGN AND EQUIPMENT/PRODUCT SCHEDULES ON THESE DRAWINGS WERE PURPOSELY SELECTED BY THE ENGINEER TO MEET THE OWNER’S PROGRAMMING REQUIREMENTS AND ARE NOT BEING "SOLE-SOURCED" BY THE OWNER UNLESS NOTED OTHERWISE. PRODUCTS FROM OTHER MANUFACTURERS WITH EQUAL SALIENT CHARACTERISTICS, EQUAL QUALITY, EQUAL LEAD TIMES, AND EQUAL MAINTENANCE COSTS MAY BE USED TO BID AND CONSTRUCT THE PROJECT. BIDDERS SHALL CONTACT THE ENGINEER OF RECORD DURING THE BID PHASE FOR APPROVAL OF THE SUBSTITUTION REQUEST ON EACH ITEM. IN THE EVENT A CONTRACTOR IS AWARDED THE PROJECT WITHOUT OBTAINING ENGINEER’S APPROVAL OF THE SUBSTITUTION REQUEST DURING THE BID PHASE, THEN THE CONTRACTOR MAY BE REQUIRED, AT THE ENGINEER’S OPTION, TO INSTALL THE BASIS OF DESIGN PRODUCTS OR SERVICES AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CHANGES RESULTING FROM PRODUCT SUBSTITUTIONS. NON-APPROVED PRODUCTS OR SERVICES ARE AT THE CONTRACTOR'S RISK AND NO EQUITABLE ADJUSTMENT TO TIME OR MONEY WILL BE MADE FOR COST DIFFERENCES BETWEEN APPROVED VERSUS NON-APPROVED AFTER BIDDING HAS BEEN CLOSED. ALLOW SEVEN CALENDAR DAYS BEFORE BIDS ARE DUE TO OBTAIN APPROVAL. 6. COORDINATE ALL MECHANICAL WORK WITH OTHER TRADES TO INSURE PROPER AND ADEQUATE INTERFACE OF THEIR WORK WITH THE WORK SHOWN ON THESE DOCUMENTS. 7. CONTRACTOR SHALL PROVIDE COORDINATED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. 8. PROVIDE EACH ZONE WITH THERMOSTATIC CONTROLS THAT PROVIDE A DEADBAND OF AT LEAST 5 DEGREES FAHRENHEIT IN WHICH HEATING AND COOLING ENERGY IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM. THERMOSTATS SHALL BE CAPABLE OF THERMOSTATIC SETBACK, AUTOMATIC SETBACK AND SHUTDOWN, AND AUTOMATIC START CAPABILITIES PER WASHINGTON STATE ENERGY CODE SECTION C403.4.1.2. 9. ALL VALVES, TRAPS, TEST PORTS, DAMPERS, CONTROLS, CLEANOUTS, ETC. SHALL BE LOCATED SO AS TO BE ACCESSIBLE FOR MAINTENANCE, ADJUSTMENT, & TESTING. PROVIDE ACCESS PANELS FOR ALL CONCEALED DEVICES. ACCESS PANEL LOCATIONS AND FINISHES SHALL BE COORDINATED WITH ARCHITECT. 10. ALL PIPING & DUCTWORK EXPOSED IN UTILITY SPACES OR SIMILAR AREAS SHALL BE PAINTED. COORDINATE PAINTING REQUIREMENTS & FINISHES WITH ARCHITECT. 11. ALL EXPOSED PIPING & DUCTWORK SHALL BE PAINTED. COORDINATE PAINTING REQUIREMENTS & FINISHES WITH ARCHITECT. 12. THE FIRST FIGURE OF DUCT SIZE CALLOUTS INDICATES DIMENSION OF FACE SHOWN OR INDICATED. DUCT SIZES ARE NET INSIDE DIMENSIONS. PROVIDE ANY APPLICABLE DUCT LINING AND INSULATION PER THESE PLANS AND SPECIFICATIONS. NOMINAL OUTER DUCT DIMENSIONS ARE NET INSIDE DIMENSIONS PLUS 2X INSULATION THICKNESS. 13. DUCTWORK SHALL BE 2.0" PRESSURE CLASS UNLESS OTHERWISE NOTED ON THESE DRAWINGS. 14. CONSTRUCT DUCTWORK ACCORDING TO WASHINGTON STATE ENERGY CODE SECTION C403.10.2. 15. PROVIDE TURNING VANES IN ALL MITERED RECTANGULAR DUCT ELBOWS & TEES. 16. PROVIDE MANUAL BALANCING DAMPERS ON ALL NEW AND MODIFIED DUCT BRANCHES TO AIR INLETS & OUTLETS. LOCATE DAMPERS AS CLOSE TO MAIN TRUNK DUCT CONNECTION AS POSSIBLE. WHERE BRANCH DUCTWORK IS INACCESSIBLE (SUCH AS ABOVE HARD LID CEILING SYSTEM), PROVIDE BALANCING DAMPER AT REGISTER, GRILLE, OR DIFFUSER. 17. PROVIDE MOTORIZED DAMPERS ON OUTDOOR AIR SUPPLY & EXHAUST OPENINGS. DAMPERS SHALL HAVE A MAXIMUM LEAKAGE RATE OF 4 CFM PER SQUARE FOOT AT 1” W.C. DAMPERS SHALL BE INTERLOCKED WITH ASSOCIATED FANS, EQUIPMENT, AND OTHER DAMPERS SERVING THE SAME ZONE OR AREA. 18. DUCTWORK INSULATION SHALL MEET OR EXCEED WASHINGTON STATE ENERGY CODE SECTION C403.10.1 REQUIREMENTS. 19. OUTSIDE AIR DUCTS SERVING INDIVIDUAL SUPPLY AIR UNITS LESS THAN 2800 CFM SUPPLY CAPACITY SHALL BE INSULATED TO R-7. 20. PIPING & DUCTWORK SHALL BE ROUTED SO AS NOT TO OBSTRUCT ACCESS OR CAUSE TRIPPING OR OTHER HAZARDS. 21. PIPING & DUCTWORK SHALL BE ROUTED SO AS TO MAINTAIN CODE- REQUIRED CLEARANCES FOR ELECTRICAL EQUIPMENT, ADA ACCESSIBILITY, AS WELL AS MAINTAINING CLEAR ACCESS AT ALL DOORS, WINDOWS, & OTHER ARCHITECTURAL FEATURES IN THE BUILDING. 22. TOTAL STATIC PRESSURE NOTED IN SCHEDULES SHALL BE ASSUMED TO INCLUDE DUCT SYSTEM, TERMINAL UNITS, FILTERS, COILS, ETC. 23. ALL SUPPLY AIR FILTERS SHALL BE MERV-8 RATED (MINIMUM). ALL RETURN/EXHAUST/OUTSIDE AIR FILTERS SHALL BE MERV-8 RATED (MINIMUM). 24. AIR INLET & OUTLET SIZES SHOWN ON PLANS ARE NECK SIZES. PROVIDE ADDITIONAL PANS, HARDWARE, ETC., REQUIRED TO INSTALL AIR INLETS & OUTLETS IN CEILING SYSTEM. 25. WALL REGISTER-TYPE AIR INLETS & OUTLETS SHALL BE INSTALLED AT 7" AFF MINIMUM ELEVATION. 26. AIR INLETS & OUTLETS IN UNFINISHED SPACES OR OPEN CEILING AREAS SHALL BE INSTALLED AT 96" AFF UNLESS OTHERWISE NOTED ON THESE DRAWINGS. ALL INLETS & OUTLETS WITHIN THE SAME SPACE SHALL BE INSTALLED AT THE SAME ELEVATION. 27. WALL-MOUNTED THERMOSTATS & SENSORS SHALL BE MOUNTED AT 48” AFF. 28. ALL PRESSURES LISTED ARE GAGE PRESSURES UNLESS OTHERWISE NOTED. 29. PROVIDE SEISMIC SUPPORT, BRACING, AND ATTACHMENTS FOR DUCTWORK, PIPING, AND EQUIPMENT. 30. SEISMIC PROVISIONS SHALL BE DESIGNED & PROVIDED TO MEET REQUIREMENTS OF SMACNA SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS. USE SEISMIC HAZARD LEVEL A DESIGN CRITERIA. 31. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 70 STANDARDS AND LOCAL REQUIREMENTS. 32. ALL FIELD WIRING SHALL REQUIRE AN ELECTRICAL PERMIT AND SHALL BE PERFORMED BY A LICENSED ELECTRICIAN. 33. ALL EQUIPMENT AND COMPONENTS REQUIRING GROUNDING SHALL BE PROVIDED WITH FACTORY-INSTALLED GROUNDING LUGS OR FACTORY DRILLED & TAPPED FOR FIELD INSTALLATION OF GROUNDING LUGS. MECHANICAL CONTRACTOR SHALL PROVIDE GROUNDING LUGS WITH ALL EQUIPMENT AND COMPONENTS REQUIRING FIELD-INSTALLED GROUNDING LUGS. 34. A SHORT DASH IN A SCHEDULE TABLE CELL INDICATES THAT THE COLUMN HEADING IS NOT USED OR NOT APPLICABLE TO THAT SCHEDULED ITEM. 35. CONTRACTOR SHALL SCAN WALLS, FLOORS, CEILINGS, AND OTHER SURFACES THAT COULD CONCEAL COMPONENTS SUCH AS EXISTING PIPING, ELECTRICAL ITEMS, OR OTHERS PRIOR TO ANY CUTTING, DRILLING, OR SIMILAR OPERATION TO VERIFY THAT THE AREA OF WORK IS CLEAR OF COMPONENTS THAT COULD BE DAMAGED. 36. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CUTTING AND DEMOLITION WORK NECESSARY IN EXISTING AREAS OF THE BUILDING TO PROVIDE WORK SHOWN ON THESE DOCUMENTS. CUTTING WORK SHALL INCLUDE SAW CUTTING, CORE-DRILLING, AND ALL SIMILAR WORK AS REQUIRED BY THE TYPE OF CONSTRUCTION BEING PENETRATED OR MODIFIED. 37. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL RESTORATION WORK NECESSARY IN EXISTING AREAS OF THE BUILDING TO PROVIDE WORK SHOWN ON THESE DOCUMENTS. RESTORATION SHALL INCLUDE PATCHING TO MATCH EXISTING SURROUNDING CONSTRUCTION AND FINISHES WHERE CUTTING, CORE-DRILLING, CEILING REMOVAL, AND SIMILAR WORK IS PERFORMED. REFER TO ARCHITECTURAL DOCUMENTS FOR RESTORATION REQUIREMENTS. RESTORATION SHALL INCLUDE PATCHING TO MATCH EXISTING SURROUNDING CONSTRUCTION AND FINISHES. PATCHED AREAS SHALL BE RE-PAINTED FULL HEIGHT OF WALL FROM WALL CORNER TO WALL CORNER. 38. WHERE DIRECTION REGARDING RESTORATION AT SPECIFIC LOCATIONS OF CUTTING, CORE-DRILLING, & SIMILAR ACTIVITIES DOES NOT EXIST IN THE ARCHITECTURAL DOCUMENTS, RESTORATION SHALL INCLUDE PATCHING TO MATCH EXISTING SURROUNDING CONSTRUCTION AND FINISHES. PATCHED AREAS SHALL BE RE-PAINTED FULL HEIGHT OF WALL FROM WALL CORNER TO WALL CORNER. REVISION DATE DESCRIPTION 3. ELECTRICAL DISCONNECT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR WITH EQUIPMENT, AND SHALL BE FIELD INSTALLED. 2. PROVIDE WITH INTERCONNECTING POWER AND CONTROL WIRING BETWEEN INDOOR AND OUTDOOR UNIT. 1. PROVIDE WITH MANUFACTURER CONDENSING UNIT PAD. NOTES: ODU-1 MITSUBISHI MXZ-4C36NA4 CONCESSIONS BUILDING 35400 22400 95 19.20 9.40 3.50 208 1 23.1 25 143 1, 2, 3 COOLING (MBH) (MBH) (DB) SEER EER COP VOLT PHASE MCA MOCP (LBS) SYMBOL MANUFACTURER MODEL SERVES NOMINAL HEATING OSA EFFICIENCY RATINGS ELECTRICAL WEIGHT NOTES SPLIT SYSTEM OUTDOOR UNIT SCHEDULE 4. PROVIDE WITH INTERCONNECTING POWER AND CONTROL WIRING BETWEEN INDOOR AND OUTDOOR UNIT. 3. THE CORRECTED CAPACITIES INCLUDE THE DE-RATE ASSOCIATED WITH INDOOR UNITS VS. OUTDOOR UNITS CONNECTED CAPACITY INDICATED ON THE OUTDOOR UNIT SCHEDULE FOR ASSOCIATED SYSTEMS. 2. NOMINAL HEATING CAPACITIES ARE BASED ON INDOOR COIL EAT OF 68 °F (DB), OUTDOOR OF 17 °F (WB). 1. NOMINAL COOLING CAPACITIES ARE BASED ON INDOOR COIL EAT OF 80/67 °F (DB/WB), OUTDOOR AMBIENT TEMPERATURE OF 95 °F (DB). NOTES: IDU-2 MITSUBISHI MZG-GS18NA WALL-MOUNTED CONCESSIONS ODU-1 500 40 0.5 18000 16371 13458 80 66.7 58 95.00 21600 10082 68 82 208 1 14 28 1, 2, 3, 4 IDU-1 MITSUBISHI MSZ-GS12NA WALL-MOUNTED MANAGER / OFFICE ODU-1 300 30 0.5 12000 11410 9264 80 66.7 58 95.00 14400 6722 68 82 208 1 14 23 1, 2, 3, 4 UNIT) BTU (TOTAL) BTU (TOTAL) BTU (SENS) ( °F) ( °F) LAT ( °F) DB BTU (TOTAL) BTU (TOTAL) ( °F) LAT ( °F) (OUTDOOR CFM OUTPUT (W) FLA NOMINAL CORRECTED CORRECTED EDB EWB DESIGN OA ( °F) NOMINAL CORRECTED EDB DESIGN VOLT PHASE MCA (LBS) SYMBOL MANUFACTURER MODEL TYPE SPACE SERVED SERVED BY SUPPLY FAN COOLING HEATING ELECTRICAL WEIGHT NOTES SPLIT SYSTEM INDOOR UNIT SCHEDULE NOTES: REFRIGERANT PIPING 0-150 0.25-0.29 125 1.50 1.50 2.00 - - FLEXIBLE ELASTOMERIC CONDENSATE DRAIN 40-60 0.28-0.27 75 0.50 0.50 1.00 1.00 1.00 FLEXIBLE ELASTOMERIC ( °F) K FACTOR MRT ( °F) <1" 1" - 1-1/4" 1-1/2" - 3" 4" - 8" ≥8" APPLICATION TEMP RANGE INSULATION CONDUCTIVITY NOMINAL PIPE SIZE (IN) TYPE NOTES PIPE INSULATION SCHEDULE 2 MANUFACTURED COPPER LINESETS SHALL BE ACCEPTABLE IF ALLOWED BY SPLIT SYSTEM MANUFACTURER. 1. REFER TO INSULATION SCHEDULE FOR PIPING INSULATION. NOTES: REFRIGERANT PIPING ALL ALL COPPER TUBE, ACR SOLDER WROUGHT COPPER ALLOY SELF ADHESIVE BLACK YELLOW - 1,2 CONDENSATE DRAIN ALL INTERIOR PVC, SCHEDULE 80 GLUED PVC, SCHEDULE 80 SELF ADHESIVE BLACK YELLOW - 1 CONDENSATE DRAIN ALL INTERIOR COPPER TUBE, ASTM B88, TYPE L SOLDER, THREADED CAST BRONZE, CAST COPPER ALLOY, WROUGHT COPPER ALLOY SELF ADHESIVE BLACK YELLOW - 1 (IN) RATING (PSI) RATING TYPE LETTERING BACKGROUND FLOW ARROWS APPLICATION SIZE RANGE LOCATION MATERIALS JOINTS/COUPLINGS FITTINGS PRESSURE TEMPERATURE PIPE IDENTIFICATION NOTES PIPING SCHEDULE BID SET 2024/10/30 P F NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FTIN NO DIVING FTIN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN L O C K E R S L O C K E R S 0 6 0 4 0 3 0 2 0 1 05 04 03 01 03 6 3 6 3 6 3 6 3 63 06 6 3 6 3 6 3 6 3 63 63 6 3 6 3 02 63 6 3 02 0 2 0 3 06 0 5 M1.0 1 M2.0 1 WOMEN'S SHOWER 113 WOMENS TOILET 112 WOMENS CHANGING ROOM 114 POOL EQUIPMENT STORAGE 115 DATA 116 ELECTRICAL 117 LIFE GUARD 118 BOILER 119 MECHANICAL 120 MEN'S SHOWERS 107 MEN'S TOILETS 106 FAMILY 108 FAMILY 109 FAMILY 110 FAMILY 111 MEN'S CHANGING ROOM 105 CONCESSIONS 101 STORAGE 103 MANAGER 104 JAN 102 ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/16" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET SITE PLAN AF JB M0.2 10/30/2024 MA I N T E N A N C E A N D R E P A I R S SCALE:1/16" = 1'-0" MECHANICAL SITE PLAN 1 NORTH REVISION DATE DESCRIPTION BID SET 2024/10/30 (E) 18" DIA. EA ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/4" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET MECHANICAL DEMOLITION PLAN KT JB M1.0 10/30/2024 MA I N T E N A N C E A N D R E P A I R S SCALE:1/4" = 1'-0" CONCESSIONS FIRST FLOOR HVAC DEMOLITION PLAN 1 REVISION DATE DESCRIPTION BID SET 2024/10/30 IDU-1 ODU-1 3/8" RR 1/4" RS 1/2" RR 1/4" RS 1 1 (E) 18" DIA. EA (TYP) 2 M6.0 3/4" COND 3/4" COND IDU-2 3 M6.0 ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/4" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET CONCESSIONS BUILDING HVAC PLAN BO JB M2.0 10/30/2024 MA I N T E N A N C E A N D R E P A I R S SCALE:1/4" = 1'-0" FIRST FLOOR HVAC PLAN 1 PLAN NOTES 1 ROUTE 3/4" CONDENSATE FROM INDOOR UNIT TO (E) JANITOR SINK. REVISION DATE DESCRIPTION BID SET 2024/10/30 1-1/4" CONDENSATE DRAIN (E) PLUMBING FIXTURE AS SHOWN ON PLANS ROUTE CONDENSATE TO THIS LOCATION AND PROVIDE A 2-1/2" AIRGAP ABOVE FLOOD LEVEL RIM SEE PLANS FOR CONTINUATION PIPING (TYP) LOCKING NUTS TOP AND BOTTOM PROVIDE INSULATION ON PIPE MOUNTING STRAP PIPE MOUNTING STRAP (TYP) UNISTRUT CHANNEL PIPING (TYP) LOCKING NUTS TOP AND BOTTOM PIPE MOUNTING STRAP (TYP) UNISTRUT P-1000 CHANNEL STRUT PIPE INSULATION PIPE HANGER RIGID INSULATION 6" MIN 10" MIN PIPE THREADED ROD; ATTACH TO STRUCTURE GALVANIZED METAL OR RUBBER SHIELD BETWEEN HANGER AND INSULATION UP TO CENTERLINE OF PIPE THREADED ROD. ATTACH TO STRUCTURE TURNBUCKLE STEEL STRAP INSULATION STEEL CLEVIS PIPE 18 GA. SM SHEILD RIGID INSULATION THREADED ROD. ATTACH TO STRUCTURE COORDINATE WITH NUMBER OF PIPES (2) 3/8" NUTS WITH WASHER AND LOCK-WASHER. 18 GA METAL STRAP 1" WIDEEXHAUST DUCT, SEE PLANS FOR SIZE 3/8" THREADED ROD. ATTACH TO STRUCTURE EXHAUST DUCT. SEE PLANS FOR DUCT SIZE 16 GA x 1" WIDE HANGER STRAP. ATTACH TO STRUCTURE. SECURE EACH STRAP TO DUCT WITH (2) #10 SELF TAPPING SHEET METAL SCREWS. NOTES: 1. PROVIDE AND CONSTRUCT DUCT HANGERS AND SUPPORTS PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS FIGURE 5-5. 2. LENGTH OF SUPPORTS, STRAP SIZES, AND SIZES OF STEEL ANGLES AS REQUIRED FOR DUCTWORK CONFIGURATION. 3. MAXIMUM 10' SPACING BETWEEN SUPPORTS. 4. DUCTS SHALL BE SUPPORTED INDEPENDENTLY AT EQUIPMENT AND ON BOTH SIDES OF AN EXPANSION OR FLEXIBLE JOINT. 5. HANGER SUPPORTS SHALL BE SECURELY FASTENED TO THE BUILDING OR STRUCTURE 6" MAX ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 12" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET DETAILS KT JB M6.0 10/30/2024 MA I N T E N A N C E A N D R E P A I R S SCALE:NONE INDIRECT DRAIN DETAIL 3 SCALE:NONE MECHANICAL PIPE HANGER DETAIL 2 SCALE:NONE TYPICAL DUCT MOUNTING DETAIL 1 REVISION DATE DESCRIPTION BID SET 2024/10/30 F CDR CDS F ST ARV ARW G COND CWS A CWR STM HWS HWR PWS PWR WFR WFS GLOBE VALVE CIRCUIT SETTER CONDENSATE PUMP HOSE BIBB PETE'S PLUG BALL VALVE PRESSURE REDUCING VALVE CHECK VALVE BUTTERFLY VALVE CHILLED WATER SUPPLY PIPING GATE VALVE VENT THROUGH ROOF DOWNSPOUT CLEANOUT WALL CLEANOUT FLUSH CLEANOUT OR SURFACE CLEANOUT CAP END OF PIPE HEATING WATER RETURN PIPING HEATING WATER SUPPLY PIPING STEAM PIPING CHILLED WATER RETURN PIPING DS 3"CO DRAIN VALVE W/ 3/4" HOSE CONNECTION REDUCER UNION CONDENSATE PIPING COMPRESSED AIR PIPING GAS PIPING VENT PIPING HOT WATER CIRCULATION PIPING HOT WATER PIPING COLD WATER PIPING BALANCING VALVE AUTOMATIC OR MANUAL AIR VENT FLEXIBLE PIPE CONNECTION FLOOR & FUNNEL DRAIN FLOOR DRAIN ACID RESISTANT WASTE PIPING WASTE PIPING ACID RESISTANT VENT PIPING STORM DRAIN PIPING FIRE SPRINKLER PIPING CONDENSER RETURN PIPING CONDENSER SUPPLY PIPING PUMP ECCENTRIC REDUCER EXPANSION JOINT CIRCULATION PUMP PIPE SLOPE (DOWNWARD IN DIRECTION OF ARROW) FLOW DIRECTION BRANCH -TOP CONNECTION BRANCH -BOTTOM CONNECTION BRANCH -SIDE CONNECTION PIPE DOWN PIPE UP DRAIN/BLOWDOWN VALVE W/ 3/4" HOSE CONNECTION TEMPERATURE & PRESSURE RELIEF VALVE SUCTION DIFFUSER PRESSURE GAUGE FLOW SWITCH TEMPERATURE GAUGE PRESSURE SENSOR METER FUEL OIL PIPING FLOW INDICATOR BACKFLOW PREVENTER ASSEMBLY THERMOSTAT TEMPERATURE SENSOR 3"WCO 3"WCO FLOW SENSOR FUNNEL DRAIN STRAINER STRAINER W/ BLOWDOWN VALVE & 3/4" HOSE CONNECTION FLOAT/THERMOSTATIC CONDENSATE TRAP INVERTED BUCKET CONDENSATE TRAP WATER FEATURE SUPPLY PIPING WATER FEATURE RETURN PIPING POOL WATER SUPPLY PIPING POOL WATER RETURN PIPING FLOW METER PIPE OR DUCT BREAK (GRAPHIC ONLY -CONTINUOUS PIPE/DUCT) PE PI FS TI M FI T TE FE FM BFP SYMBOL DESCRIPTION SYMBOL DESCRIPTION PIPE BRANCH TOP CONNECTION PIPE BRANCH BOTTOM CONNECTION PIPE UP / PIPE DOWN PIPE BRANCH SIDE CONNECTION SYMBOL LEGEND ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 12" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET GENERAL INFORMATION KT JB P0.1 10/30/2024 MA I N T E N A N C E A N D R E P A I R S ABBREVIATIONS LIST SMACNASHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SOFA SUCTION OUTLET FITTING ASSEMBLY SP STATIC PRESSURE SPWG STATIC PRESSURE (INCHES WATER GAUGE) SQ FT SQUARE FEET SQ IN SQUARE INCHES SS STAINLESS STEEL ST STORM DRAIN STM STEAM SUCT SUCTION T&PV TEMPERATURE & PRESSURE RELIEF VALVE T TEMPERATURE TD TEMPERATURE DROP TDH TOTAL DYNAMIC HEAD TEFC TOTALLY ENCLOSED FAN-COOLED TEMP TEMPERATURE TS THERMOSTATIC TW TEMPERED WATER TYP TYPICAL UL UNDERWRITERS LABORATORIES UPC UNIFORM PLUMBING CODE UV ULTRAVIOLET V VENT V VOLT VA UNITED STATES DEPARTMENT OF VETERAN'S AFFAIRS VA VOLT-AMPERES VD VOLUME DAMPER VFD VARIABLE FREQUENCY DRIVE VGB VIRGINIA GRAEME BAKER POOL & SPA SAFETY ACT VRF VARIABLE REFRIGERANT FLOW VTR VENT THROUGH ROOF W/ WITH W WASTE W WATT WAC WASHINGTON STATE ADMINISTRATIVE CODE WB WET BULB WC WATER CLOSET WC WATER COLUMN WCO WALL CLEANOUT WFR WATER FEATURE RETURN WFS WATER FEATURE SUPPLY WI WIDTH °F DEGREES FAHRENHEIT (E) EXISTING A AMPERES A/E ARCHITECT/ENGINEER AABC ASSOCIATED AIR BALANCE COUNCIL ABAAS ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD ABV ABOVE ACCEPT ACCEPTANCE ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR AFUE ANNUAL FUEL UTILIZATION EFFICIENCY AG AIRGAP AMP AMPERES AMT AMOUNT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APSP ASSOCIATION OF POOL AND SPA PROFESSIONALS ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS ASJ ALL SERVICE JACKET ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASSY ASSEMBLY AUX AUXILIARY AVG AVERAGE AWG AVERAGE WIRE GUAGE BC BRANCH CIRCUIT CONTROLLER BDD BACKDRAFT DAMPER BFP BACKFLOW PREVENTER BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR C CONDUIT CAP CAPACITY CFH CUBIC FEE PER HOUR CFM CUBIC FEET PER MINUTE CFSD COMBINATION FIRE/SMOKE DAMPER CHR CHILLED WATER RETURN CHS CHILLED WATER SUPPLY CIRC CIRCULATION CO CLEANOUT CO2 CARBON DIOXIDE COMP COMPRESSED COND CONDENSATE CONN CONNECTION COP COEFFICIENT OF PERFORMANCE CPVC CHLORINATED POLYVINYL CHLORIDE CSR CURRENT SENSING RELAY CU CUBIC CV COEFFICIENT OF FLOW CW COLD WATER CWR CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY DB DRY BULB DC DIRECT CURRENT DC DOUBLE CHECK DDC DIRECT DIGITAL CONTROL DE DIATOMACIOUS EARTH DEG DEGREE (FAHRENHEIT) DF DRINKING FOUNTAIN DI DEIONIZED DIA DIAMETER DISCH DISCHARGE DN DOWN EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE (DEGREES FAHRENHEIT) EC ELECTRICAL CONTRACTOR EDB ENTERING DRY BULB TEMPERATURE (DEGREES FAHRENHEIT) EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY ELEC ELECTRICAL EMCS ENERGY MANAGEMENT/CONTROL SYSTEM ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB TEMPERATURE (DEGREES FAHRENHEIT) EWT ENTERING WATER TEMPERATURE (DEGREES FAHRENHEIT) EXH EXHAUST F FAHRENHEIT F FIRE F&FD FLOOR & FUNNEL DRAIN FCO FLUSH CLEANOUT FD FLOOR DRAIN FIN FINISHED FLA FULL LOAD AMPERES FLR FLOOR FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET FU FIXTURE UNITS FWH FREEZEPROOF WALL HYDRANT G GAS GA GAUGE GAL GALLON GC GENERAL CONTRACTOR GPD GALLONS PER DAY GPF GALLONS PER FLUSH GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GYP GYPSUM GW GREASE WASTE H HEIGHT HB HOSE BIBB HG MERCURY HP HORSEPOWER HPC HIGH PRESSURE CONDENSATE HPS HIGH PRESSURE STEAM HSPF HEATING SEASON PERFORMANCE FACTOR HR HOUR HRS HOURS HW HOT WATER HWC HOT WATER CIRCULATION HWR HEATING WATER RETURN HWS HEATING WATER SUPPLY HZ HERTZ IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IEER INTEGRATED ENERGY EFFICIENCY RATIO IMC INTERNATIONAL MECHANICAL CODE IN INCH INDW INDIRECT WASTE IPLV INTEGRATED PART LOAD VALUE IRR IRRIGATION J-BOX JUNCTION BOX KW KILOWATT L LENGTH LAT LEAVING AIR TEMPERATURE (DEGREES FAHRENHEIT) LAV LAVATORY LB POUND LBS POUNDS LED LIGHT EMITTING DIODE LF LINEAR FEET LWT LEAVING WATER TEMPERATURE (DEGREES FAHRENHEIT) MAX MAXIMUM MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MC MECHANICAL CONTRACTOR MCA MINIMUM CIRCUIT AMPACITY MERV MINIMUM ENERGY REPORTING VALUE MFG MANUFACTURER MFR MANUFACTURER MIN MINIMUM MOCP MAXIMUM OVERCURRENT PROTECTION MPC MEDIUM PRESSURE CONDENSATE MPS MEDIUM PRESSURE STEAM MRT MEAN RADIANT TEMPERATURE N/A NOT APPLICABLE NC NOISE CRITERIA NC NORMALLY CLOSED NEBB NATIONAL ENVIRONMENTAL BALANCING BUREAU NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NUMBER NO NORMALLY OPEN NPLV NON-STANDARD PART LOAD VALUE NPSHA NOMINAL PUMP SUCTION HEAD AVAILABLE NPSHR NOMINAL PUMP SUCTION HEAD REQUIRED NRC NOISE REDUCTION CRITERIA OA OUTSIDE AIR OD OUTSIDE DIAMETER ORL OVERFLOW RAIN LEADER OSA OUTSIDE AIR OSHA OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION OZ OUNCE PB PRESSURE BALANCE PCF POUNDS PER CUBIC FOOT PD PRESSURE DROP PH PHASE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSID POUNDS PER SQUARE INCH DIFFERENTIAL PSIG POUNDS PER SQUARE INCH GAUGE PTAC PACKAGED TERMINAL AIR CONDITIONER PVC POLYVINYL CHLORIDE PWR POOL WATER RETURN PWS POOL WATER SUPPLY QTY QUANTITY RECT RECTANGULAR RGB RED-GREEN-BLUE RL RAIN LEADER RM ROOM RP REDUCED PRESSURE RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MINUTE SCFM STANDARD CUBIC FEET PER MINUTE SCO SURFACE CLEANOUT SEER SEASONAL ENERGY EFFICIENCY RATIO SENS SENSIBLE SF SQUARE FEET SM SHEET METAL GENERAL NOTES 1. PROVIDE SYSTEM STARTUP, TESTING, ADJUSTMENTS, AND REPORTS TO MEET MINIMUM REQUIREMENTS OF WASHINGTON STATE ENERGY CODE - COMMERCIAL PROVISIONS SECTION C408. 2. CONTRACTOR SHALL SUPPORT SYSTEM COMMISSIONING AND SHALL COORDINATE WITH PROJECT COMMISSIONING AGENT. 3. CONTRACTOR SHALL PROVIDE ALL DOCUMENTATION REQUIRED TO SUPPORT SYSTEM COMMISSIONING. 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND CONSTRUCTION FEES. FURNISH COPIES OF ALL CONSTRUCTION PERMITS, FINAL APPROVED PERMITS, AND SIMILAR DOCUMENTS TO OWNER DOCUMENTING COMPLIANCE WITH CODE REQUIREMENTS. 5. BASIS OF DESIGN: THE PRODUCTS OR SERVICES IN THE BASIS OF DESIGN AND EQUIPMENT/PRODUCT SCHEDULES ON THESE DRAWINGS WERE PURPOSELY SELECTED BY THE ENGINEER TO MEET THE OWNER’S PROGRAMMING REQUIREMENTS AND ARE NOT BEING "SOLE-SOURCED" BY THE OWNER UNLESS NOTED OTHERWISE. PRODUCTS FROM OTHER MANUFACTURERS WITH EQUAL SALIENT CHARACTERISTICS, EQUAL QUALITY, EQUAL LEAD TIMES, AND EQUAL MAINTENANCE COSTS MAY BE USED TO BID AND CONSTRUCT THE PROJECT. BIDDERS SHALL CONTACT THE ENGINEER OF RECORD DURING THE BID PHASE FOR APPROVAL OF THE SUBSTITUTION REQUEST ON EACH ITEM. IN THE EVENT A CONTRACTOR IS AWARDED THE PROJECT WITHOUT OBTAINING ENGINEER’S APPROVAL OF THE SUBSTITUTION REQUEST DURING THE BID PHASE, THEN THE CONTRACTOR MAY BE REQUIRED, AT THE ENGINEER’S OPTION, TO INSTALL THE BASIS OF DESIGN PRODUCTS OR SERVICES AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CHANGES RESULTING FROM PRODUCT SUBSTITUTIONS. NON-APPROVED PRODUCTS OR SERVICES ARE AT THE CONTRACTOR'S RISK AND NO EQUITABLE ADJUSTMENT TO TIME OR MONEY WILL BE MADE FOR COST DIFFERENCES BETWEEN APPROVED VERSUS NON-APPROVED AFTER BIDDING HAS BEEN CLOSED. ALLOW SEVEN CALENDAR DAYS BEFORE BIDS ARE DUE TO OBTAIN APPROVAL. 6. COORDINATE ALL PLUMBING WORK WITH OTHER TRADES TO INSURE PROPER AND ADEQUATE INTERFACE OF THEIR WORK WITH THE WORK SHOWN ON THESE DOCUMENTS. 7. CONTRACTOR SHALL PROVIDE COORDINATED SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. 8. ALL VALVES, TRAPS, TEST PORTS, CONTROLS, CLEANOUTS, ETC. SHALL BE LOCATED SO AS TO BE ACCESSIBLE FOR MAINTENANCE, ADJUSTMENT, & TESTING. PROVIDE ACCESS PANELS FOR ALL CONCEALED DEVICES. ACCESS PANEL LOCATIONS AND FINISHES SHALL BE COORDINATED WITH ARCHITECT. 9. ALL PIPING EXPOSED IN UTILITY SPACES OR SIMILAR AREAS SHALL BE PAINTED. COORDINATE PAINTING REQUIREMENTS & FINISHES WITH ARCHITECT. 10. ALL EXPOSED DUCTWORK SHALL BE PAINTED. COORDINATE PAINTING REQUIREMENTS & FINISHES WITH ARCHITECT. 11. PIPING SHALL BE ROUTED SO AS NOT TO OBSTRUCT ACCESS OR CAUSE TRIPPING OR OTHER HAZARDS. 12. PIPING SHALL BE ROUTED SO AS TO MAINTAIN CODE-REQUIRED CLEARANCES FOR ELECTRICAL EQUIPMENT, ADA ACCESSIBILITY, AS WELL AS MAINTAINING CLEAR ACCESS AT ALL DOORS, WINDOWS, & OTHER ARCHITECTURAL FEATURES IN THE BUILDING. 13. PROVIDE 5W/FT HEAT TRACE FOR ALL DOMESTIC WATER PIPING & P- TRAPS IN UNHEATED SPACES. 14. PIPING INSULATION SHALL MEET OR EXCEED WASHINGTON STATE ENERGY CODE SECTION C403.10.3 REQUIREMENTS. 15. INSULATE AUTOMATIC-CIRCULATING HOT WATER AND HEAT TRACED SYSTEMS PER WASHINGTON STATE ENERGY CODE SECTION C404.6. 16. DISCHARGE TEMPERATURE OF PUBLIC LAVATORIES SHALL BE 104°F. 17. CONFIGURE HOT AND TEMPERED WATER CONNECTIONS TO LAVATORY FIXTURES SO THAT MAXIMUM UN-RECIRCULATED PIPING LENGTH DOES NOT EXCEED 24” DEVELOPED LENGTH FROM RECIRCULATION CONNECTION TO FIXTURE INLET. 18. UN-RECIRCULATED HOT AND TEMPERED WATER SYSTEM BRANCHES SHALL NOT EXCEED 25 FEET IN DEVELOPED LENGTH. 19. PROVIDE R-10 INSULATED SURFACE UNDER ELECTRIC WATER HEATERS. 20. TOTAL STATIC PRESSURE NOTED IN SCHEDULES SHALL BE ASSUMED TO INCLUDE DUCT SYSTEM, TERMINAL UNITS, FILTERS, COILS, ETC. 21. ALL PRESSURES LISTED ARE GAGE PRESSURES UNLESS OTHERWISE NOTED. 22. PROVIDE SEISMIC SUPPORT, BRACING, AND ATTACHMENTS FOR DUCTWORK, PIPING, AND EQUIPMENT. 23. SEISMIC PROVISIONS SHALL BE DESIGNED & PROVIDED TO MEET REQUIREMENTS OF SMACNA SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS. USE SEISMIC HAZARD LEVEL A DESIGN CRITERIA. 24. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 70 STANDARDS AND LOCAL REQUIREMENTS. 25. ALL FIELD WIRING SHALL REQUIRE AN ELECTRICAL PERMIT AND SHALL BE PERFORMED BY A LICENSED ELECTRICIAN. 26. ALL EQUIPMENT AND COMPONENTS REQUIRING GROUNDING SHALL BE PROVIDED WITH FACTORY-INSTALLED GROUNDING LUGS OR FACTORY DRILLED & TAPPED FOR FIELD INSTALLATION OF GROUNDING LUGS. PLUMBING CONTRACTOR SHALL PROVIDE GROUNDING LUGS WITH ALL EQUIPMENT AND COMPONENTS REQUIRING FIELD-INSTALLED GROUNDING LUGS. 27. A SHORT DASH IN A SCHEDULE TABLE CELL INDICATES THAT THE COLUMN HEADING IS NOT USED OR NOT APPLICABLE TO THAT SCHEDULED ITEM. 28. CONTRACTOR SHALL SCAN WALLS, FLOORS, CEILINGS, AND OTHER SURFACES THAT COULD CONCEAL COMPONENTS SUCH AS EXISTING PIPING, ELECTRICAL ITEMS, OR OTHERS PRIOR TO ANY CUTTING, DRILLING, OR SIMILAR OPERATION TO VERIFY THAT THE AREA OF WORK IS CLEAR OF COMPONENTS THAT COULD BE DAMAGED. 29. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CUTTING AND DEMOLITION WORK NECESSARY IN EXISTING AREAS OF THE BUILDING TO PROVIDE WORK SHOWN ON THESE DOCUMENTS. CUTTING WORK SHALL INCLUDE SAW CUTTING, CORE-DRILLING, AND ALL SIMILAR WORK AS REQUIRED BY THE TYPE OF CONSTRUCTION BEING PENETRATED OR MODIFIED. 30. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL RESTORATION WORK NECESSARY IN EXISTING AREAS OF THE BUILDING TO PROVIDE WORK SHOWN ON THESE DOCUMENTS. RESTORATION SHALL INCLUDE [PATCHING TO MATCH EXISTING SURROUNDING CONSTRUCTION AND FINISHES] WHERE CUTTING, CORE-DRILLING, CEILING REMOVAL, AND SIMILAR WORK IS PERFORMED. REFER TO ARCHITECTURAL DOCUMENTS FOR RESTORATION REQUIREMENTS. RESTORATION SHALL INCLUDE PATCHING TO MATCH EXISTING SURROUNDING CONSTRUCTION AND FINISHES. PATCHED AREAS SHALL BE RE-PAINTED FULL HEIGHT OF WALL FROM WALL CORNER TO WALL CORNER. 31. WHERE DIRECTION REGARDING RESTORATION AT SPECIFIC LOCATIONS OF CUTTING, CORE-DRILLING, & SIMILAR ACTIVITIES DOES NOT EXIST IN THE ARCHITECTURAL DOCUMENTS, RESTORATION SHALL INCLUDE PATCHING TO MATCH EXISTING SURROUNDING CONSTRUCTION AND FINISHES. PATCHED AREAS SHALL BE RE-PAINTED FULL HEIGHT OF WALL FROM WALL CORNER TO WALL CORNER. REVISION DATE DESCRIPTION BID SET 2024/10/30 P F NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FTIN NO DIVING FTIN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN NO DIVING FT IN L O C K E R S L O C K E R S 0 6 0 4 0 3 0 2 0 1 05 04 03 01 03 6 3 6 3 6 3 6 3 63 06 6 3 6 3 6 3 6 3 63 63 6 3 6 3 02 63 6 3 02 0 2 0 3 06 0 5 P2.0 2 P2.0 3 P1.1 1 MEN'S TOILETS 106 WOMENS TOILET 112 WOMENS CHANGING ROOM 114 MEN'S CHANGING ROOM 105 POOL EQUIPMENT STORAGE 115 LIFE GUARD 118 MECHANICAL 120 BOILER 119 ELECTRICAL 117 DATA 116 FAMILY 108 FAMILY 109 FAMILY 110 FAMILY 111 MANAGER 104 CONCESSIONS 101 STORAGE 103 JAN 102 P1.1 2 P1.0 1 P1.0 3 P2.0 1 P1.0 2 P2.1 1 P2.1 2 ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/16" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET SITE PLAN KT JB P0.2 10/30/2024 MA I N T E N A N C E A N D R E P A I R S SCALE:1/16" = 1'-0" PLUMBING SITE PLAN 1 NORTH REVISION DATE DESCRIPTION BID SET 2024/10/30 ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET SCHEDULES AF, BO JB P0.3 10/30/2024 MA I N T E N A N C E A N D R E P A I R S 1. PROVIDE WITH MANUFACTURER'S CONDENSATE NEUTRALIZER KIT. NOTES: GWH-1 AO SMITH BTR-400 100 312 390 80.00% 140 431.00 90 120 1 15.00 760 1 (GAL) INPUT OUTPUT (%) TEMP ( °F) GPH TEMP RISE VOLT PHASE FLA (LBS) SYMBOL MANUFACTURER MODEL CAPACITY GAS RATINGS (MBH) EFF DISCHARGE RECOVERY ELECTRICAL WEIGHT NOTES GAS WATER HEATER SCHEDULE REVISION DATE DESCRIPTION 1. PROVIDE WITH ISOLATION VALVES AT EACH INLET/OUTLET. 1. PROVIDE WITH INLET & OUTLET TEMPERATURE GAUGES. NOTES: TV-1 WATTS LFMM431 3/4" - - - 1,2 SIZE (IN) CAPACITY (GPM) DROP (PSI) (LBS) SYMBOL MANUFACTURER MODEL OUTLET FLOW PRESSIRE WEIGHT NOTES TEMPERING VALVE SCHEDULE 3. PRESSURE LISTED IS RELIEF VALVE PRESSURE. 2. WEIGHT INDICATED IS OPERATING WEIGHT. 1. ASME CONSTRUCTION. NOTES: ET-2 AMTROL THERM-X-TROL ST-12C-DD CONCESSIONS DIAPHRAGM VERTICAL 175 6.40 3.20 52 1,2,3 ET-1 AMTROL THERM-X-TROL ST-60VC LOCKER ROOM DIAPHRAGM VERTICAL 175 25.00 11.00 146 1,2,3 (PSI) TOTAL ACCEPTANCE (LBS) SYMBOL MANUFACTURER MODEL SERVES TYPE CONFIGURATION PRESSURE VOLUME (GAL) WEIGHT NOTES EXPANSION TANK SCHEDULE 3. ACCEPTABLE PRESS-FIT SYSTEMS SHALL INCLUDE VIEGA RIGID OR NIBCO PRESS. 2. PROVIDE DI-ELECTRIC UNIONS OR FITTINGS FOR PIPE CONNECTIONS BETWEEN DISSIMILAR METALS. 1. REFER TO INSULATION SCHEDULE FOR PIPING INSULATION. NOTES: SANITARY DWV ALL ALL CAST IRON, ASTM A888 HUBLESS, ASTM A888/CISPI 301 CAST IRON, ASTM A888/CISPI 301 SELF ADHESIVE WHITE GREEN - SANITARY DWV ALL DIRECT BURIED PVC, SCHEDULE 40, SOLID WALL, ASTM D-2665 GLUED, ASTM D-2665 PVC, SCHEDULE 40 SELF ADHESIVE WHITE GREEN - CW ALL ALL COPPER TUBE, ASTM B88, TYPE L SOLDER, THREADED, PRESS FIT CAST BRONZE, CAST COPPER ALLOY, WROUGHT COPPER ALLOY SELF ADHESIVE WHITE GREEN - 1,2,3 TEMPERED HW ALL ALL COPPER TUBE, ASTM B88, TYPE L SOLDER, THREADED, PRESS FIT CAST BRONZE, CAST COPPER ALLOY, WROUGHT COPPER ALLOY SELF ADHESIVE WHITE GREEN - 1,2,3 HW, HWC ALL ALL COPPER TUBE, ASTM B88, TYPE L SOLDER, THREADED, PRESS FIT CAST BRONZE, CAST COPPER ALLOY, WROUGHT COPPER ALLOY SELF ADHESIVE BLACK YELLOW - 1,2,3 (IN) RATING (PSI) RATING TYPE LETTERING BACKGROUND FLOW ARROWS APPLICATION SIZE RANGE LOCATION MATERIALS JOINTS/COUPLINGS FITTINGS PRESSURE TEMPERATURE PIPE IDENTIFICATION NOTES PIPING SCHEDULE 1. PROVIDE WITH PVC JACKETING. NOTES: CW 40-60 0.27-0.28 75 0.50 0.50 1.00 1.00 1.00 FIBERGLASS W/ ASJ 1 HW, HWC, TW 105-140 0.21-0.28 100 1.00 1.00 1.50 1.50 1.50 FIBERGLASS W/ ASJ 1 ( °F) K FACTOR MRT ( °F) <1" 1" - 1-1/4" 1-1/2" - 3" 4" - 8" ≥8" APPLICATION TEMP RANGE INSULATION CONDUCTIVITY NOMINAL PIPE SIZE (IN) TYPE NOTES PIPE INSULATION SCHEDULE 2. ASME CERTIFIED. 1. WEIGHT LISTED IS DRY WEIGHT. NOTES: WH-1 AO SMITH DVE-120-9 119 140 40.96 90 480 3 9.00 10.80 390 1,2 (GAL) TEMP ( °F) GPH TEMP RISE VOLT PHA... KW FLA (LBS) SYMBOL MANUFACTURER MODEL CAPAC... DISCHAR... RECOVERY ELECTRICAL WEIGHT NOTES ELECTRIC WATER HEATER SCHEDULE 2. INTEGRAL VFD. 1. STAINLESS STEEL BODY & FLANGES. NOTES: CP-2 BELL AND GOSSETT E3-6V/BTPYZ CONCESSIONS INLINE 2.50 - - 6.00 - - - 28.00 120 1 - - - X INLINE - 2 CP-1 BELL AND GOSSETT ECOCIRC XL-N-36-45 LOCKER ROOM INLINE 20.00 - - 20.00 - - 0.16 - 120 1 - - - X INLINE 22 1,2 GPM (DESIGN) GPM (MIN) GPD (FT) (FT) HP W VOLT PHASE VFD MFG EC N/A (LBS) SYMBOL MANUFACTURER MODEL SERVICE TYPE FLOW HEAD NPSHR RPM ELECTRICAL STARTER MOUNTING WEIGHT NOTES PUMP SCHEDULE 2. FLOOR DRAINS ARE EXISTING AND TO REMAIN. PROVIDE INTERNAL BACKWATER VALVE AT EACH DRAIN LOCATION, SEE PLUMBING FIXTURE SCHEDULE (NEW). 1. TRENCH DRAINS TO BE DEMOLISHED AND REPLACED WITH NEW TRENCH DRAIN. NOTES: P-18 WALL BOX - - - 2" - 1-1/2" 3/4" 3/4" - - - P-16B RAIN DRAIN - - - 3" - - - - - - - P-10 EMERGENCY EYE WASH / SHOWER - - - - - - - 1" - - - P-9 FLOOR DRAIN - - - 3" - - - - - - - 2 P-8B FLOOR DRAIN - - - 2" - - - - - - - 2 P-8A TRENCH DRAIN - - - 3" - - - - DEMOLISH - - 1 P-8 FLOOR DRAIN - - - 2" - - - - - - - P-7A HOSE BIBB - - - - - - - 3/4" - - - P-7 HOSE BIBB - - - - - - - 3/4" - - - P-6A PREP SINK - - - 2" - 1-1/2" 1/2" 1/2" - - - P-6 KITCHEN SINK - - - 2" - 1-1/2" 1/2" 1/2" - - - P-5A MOP SINK - - - 3" - 2" 3/4" 3/4" - - - P-5 SERVICE SINK - - - 3" - 2" 3/4" 3/4" - - - P-4 SHOWER - - - - - - P-3A LAVATORY - - - 1-1/2" - 1-1/2" 1/2" 1/2" - - - FAUCET - - - DEMOLISH CHROME P-3 LAVATORY - - - 1-1/2" - 1-1/2" 1/2" 1/2" - - - FLUSH VALVE - - - DEMOLISH CHROME P-2 URINAL - - - 2" - 1-1/2" - 1" - - - FLUSH VALVE - - - DEMOLISH CHROME P-1 WATER CLOSET - - - 4" - 2" - 1" - - - WASTE INDW VENT HW CW SCOPE (LBS) SYMBOL FIXTURE MANUFACTURER MODEL DESCRIPTION PLUMBING CONNECTIONS (IN) WORK FINISH WEIGHT NOTES PLUMBING FIXTURE SCHEDULE (EXISTING) 3. PROVIDE WITH ZURN HPP HEEL-PROOF POLYETHYLENE GRATE. 2. BACKWATER VALVE TO BE INSTALLED IN EXISTING FLOOR DRAIN. 1. BATTERY POWERED SENSOR ACTIVATION. NOTES: WATTS BV-3 INTERNAL BACKWATER VALVE P-9 FLOOR DRAIN - - EXISTING FIXTURE TO BE RE-USED 3" - - -- - - - - - - - FLOOR - - 2 WATTS BV-2 INTERNAL BACKWATER VALVE P-8B FLOOR DRAIN - - EXISTING FIXTURE TO BE RE-USED 2" - -- - - - - - - - - FLOOR - - 2 P-8A TRENCH DRAIN ZURN Z884 - 3" - 2" - - - - - - - - - FLOOR - - 3 FAUCET ZURN Z6915-XL CENTERSET SENSOR FAUCET DECK CHROME - 1 P-3 LAVATORY EXISTING FIXTURE TO BE RE-USED 1-1/2" - 1-1/2"1/2" 1/2" - - - - - - - WALL - - FLUSH VALVE ZURN ZER6003AV-SM SENSOR OPERATED FLUSH VALVE EXPOSED CHROME - 1 P-2 URINAL EXISTING FIXTURE TO BE RE-USED 2" - 1-1/2" - 1" - 1.00 - - - - - WALL - - FLUSH VALVE ZURN ZER6000AV-CPM SENSOR OPERATED FLUSH VALVE EXPOSED CHROME - 1 P-1 WATER CLOSET EXISTING FIXTURE TO BE RE-USED 4" - 2" - 1" -1.60 - - - - - WALL - - WASTE INDW VENT HW CW GPM GPF PRIMER W AMP VOLT PHASE (LBS) SYMBOL FIXTURE MANUFACTURER MODEL DESCRIPTION PLUMBING CONNECTIONS (IN) FLOW TRAP ELECTRICAL MOUNTING FINISH WEIGHT NOTES PLUMBING FIXTURE SCHEDULE (NEW) BID SET 2024/10/30 PIPE INSULATION PIPE HANGER RIGID INSULATION 6" MIN 10" MIN PIPE INSULATION PIPE THREADED ROD; ATTACH TO STRUCTURE GALVANIZED METAL OR RUBBER SHIELD BETWEEN HANGER AND INSULATION UP TO CENTERLINE OF PIPE LOCK NUT TURNBUCKLE STEEL STRAP INSULATION STEEL CLEVIS DOMESTIC WATER PIPE 18 GA. SM SHEILD RIGID INSULATION PIPE HANGER 6" MIN PIPE THREADED ROD; ATTACH TO STRUCTURE PLASTIC PIPE PROVIDE RUBBER OR GALVANIZED PIPE SHIELD TO PROTECT PLASTIC PIPING (PIPE SHIELDS SHALL SURROUND ENTIRE PIPE CIRCUMFERENCE) PLASTIC PIPE PROVIDE RUBBER OR GALVANIZED PIPE SHIELD TO PROTECT PLASTIC PIPING (PIPE SHIELDS SHALL SURROUND ENTIRE PIPE CIRCUMFERENCE) PROVIDE RUBBER OR GALVANIZED PIPE SHIELD TO PROTECT PLASTIC PIPING (PIPE SHIELDS SHALL SURROUND ENTIRE PIPE CIRCUMFERENCE) TURNBUCKLE STEEL STRAP PIPING (TYP) LOCKING NUTS TOP AND BOTTOM PROVIDE INSULATION ON PIPE MOUNTING STRAP PIPE MOUNTING STRAP (TYP) UNISTRUT CHANNEL COORDINATE WITH NUMBER OF PIPES 21-1/2" FLASHING 12" ALUMINUM BASE FLANGE, BASE OF MVENT NON-REINFORCED SBS TARGET DECK INSULATION BASE SHEET FIELD SHEET FLASHING 5" HEIGHT OF ALUMINUM VENT 5-1/2" BOOT HEIGHT (BEFORE CUTTING) 6" I.D. SANTOPRENE BOOT VENT PIPE CHROME WALL COVER AND SCREW PLUGGED TEE WITH CLEANOUT FLOOR LINE WASTE PIPE Level 1 0' -0" TV-1 (E)3" CW 2" CW 1 1/4" HW (E)2" HW (E)3" CW 1" HWC CP-1 (E)3" CW (E)3" CW (E)3" CW 4'' MIN 4-3/4'' 3-1/4'' NOTE: 1. SET TRENCH DRAIN LEVEL AND ADJUST TO FINAL INSTALLED ELEVATION PRIOR TO POURING CONCRETE. POLYPROPYLENE HEELPROOF ADA GRATING TRENCH DRAIN BODY COMPLETELY ENCASE TRENCH DRAIN SYSTEM IN CONCRETE TOPPING SLAB REFER TO ARCHITECTURAL DOCUMENTS FOR FLOOR SLOPES 3/4" SIZE AS SHOWN ON PLAN FINISHED FLOOR DRAIN VALVE THERMOMETER (30°-180°) CIRC. PUMP 4" HIGH CONCRETE PAD INSULATING PAD (SEE SPECIFICATIONS) DOUBLE CHECK VALVE ASSEMBLY CW - SIZE AS SHOWN ON PLAN HWC - SIZE AS SHOWN ON PLAN AQUASTAT FUNNEL & FLOOR DRAIN - SIZE AS SHOWN ON PLAN PIPE FULL SIZE TO DRAIN WITH 2" PIPE DIA. GAP ABOVE DRAIN HW TO FIXTURES - SIZE AS SHOWN ON PLANS ASME RATED COMBINATION TEMPERATURE & PRESSURE RELIEF VALVE NOTE: WATER HEATERS SHALL HAVE SEISMIC SUPPORTS ATTACHED TO STRUCTURE. HW TANK EXPANSION TANK SIZE AS SHOWN ON PLAN TO GAS SUPPLY SIZE AS SHOWN ON PLAN GAS REGUALATOR WITH ELECTRONIC INTERMITTENT PILOT IGNITION FINISHED FLOOR DRAIN VALVE THERMOMETER (30°-180°) FLUE W/DRAFT DIVERTER & FLUE DAMPER AQUASTAT CIRC. PUMP 3/4"DOUBLE CHECK VALVE ASSEMBLY CW - SIZE AS SHOWN ON PLAN SEE 4/P6.0 HWC - SIZE AS SHOWN ON PLAN GAS PRESSURE REGULATION PER UTILITY REQUIREMENTS 4" HIGH CONCRETE PAN WITH CHAMFERS FLOOR & FUNNEL DRAIN - SIZE AS SHOWN ON PLAN PIPE FULL SIZE TO DRAIN WITH 2" PIPE DIAMETER AIR GAP ABOVE DRAIN PRESSURE GUAGE HOT WATER TO STORAGE TANK ASME RATED COMBINATION TEMPERATURE AND PRESSURE RELIEF VALVE SEDIMENT TRAP GAS SHUTOFF VALVE NOTE: WATER HEATERS SHALL HAVE SEISMIC SUPPORTS ATTACHED TO STRUCTURE. EXPANSION TANK HOT WATER TANK G ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 As indicated CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET DETAILS BO, AF JB P6.0 10/30/2024 MA I N T E N A N C E A N D R E P A I R S SCALE:NONE PIPE SUPPORT 1 SCALE:NONE VENT FLASHING DETAIL 2 SCALE:NONE WALL CLEANOUT DETAIL 3 SCALE:NONE TEMPERING VALVE ASSEMBLY DETAIL 4 REVISION DATE DESCRIPTION SCALE:NONE TRENCH DRAIN INSTALLATION DETAIL 5 SCALE:NONE ELECTRIC HOT WATER TANK DETAIL 6 SCALE:NONE GAS HOT WATER TANK DETAIL 7 BID SET 2024/10/30 P-8 P-8 P-8 P-8 P-8 P-8 P-8A P-8A (E)4" W (E)2" W (E)4" W (E)4" W (E)4" W (E)2" W (E)2" W (E)2" W (E)3" W (E)3" W (E)1" CW MEN'S TOILETS 106 MEN'S SHOWERS 107 FAMILY 108 FAMILY 109 FAMILY 110 FAMILY 111 WOMENS TOILET 112 WOMEN'S SHOWER 113 (E) SCO (E)2" W P-1P-1P-1 P-2 P-2 P-2 P-2 P-3 P-3 P-3 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-3 P-3 P-3 P-3 P-1 P-3 P-4 P-1 P-3 P-4 P-4 P-3 P-1 P-4 P-3 P-1 P-8 P-8 P-8 P-8 P-8 P-8 P-7A P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-8A P-8A 1" CW WOMEN'S SHOWER 113 WOMENS TOILET 112 MEN'S SHOWERS 107 MEN'S TOILETS 106 FAMILY 108 FAMILY 109 FAMILY 110 FAMILY 111 P-7 P-7 1 P-7 P-3 (E)2" TW (E)2" CW (E)1" HW P-6 P-5A P-3A P-7A P-6A EWH-1 (E)3/4" CW (E)1/2" CW CONCESSIONS 101 STORAGE 103 MANAGER 104 JAN 102 (E)1/2" HW (E)1" CW (E)1" HW P-7A (E)3/4" CW (E)1" HW (E)1" CW (E)3/4" HW (E)1" CW (E)1/2" CW (E)1/2" HW (E)3/4" CW (E)3/4" HW (E)1" HW 2 ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/4" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET ENLARGED DEMOLITION PLUMBING PLANS KT JB P1.0 10/30/2024 MA I N T E N A N C E A N D R E P A I R S SCALE:1/4" = 1'-0" SHOWER ROOM FOUNDATION ENLARGED DEMOLITION PLUMBING PLAN 1 SCALE:1/4" = 1'-0" SHOWER ROOM FIRST FLOOR PLUMBING DEMOLITION PLAN 2 SCALE:1/4" = 1'-0" CONCESSIONS FIRST FLOOR DEMOLITION ENLARGED PLUMBING PLAN 3 REVISION DATE DESCRIPTION PLAN NOTES 1 1" CW DOWN ROUTED UNDER SLAB TO CONCESSIONS BUILDING. 2 1" CW DOWN ROUTED UNDER SLAB FROM LOCKER ROOM BUILDING. BID SET 2024/10/30 4 P6.0 POOL EQUIPMENT STORAGE 115 DATA 116 ELECTRICAL 117 BOILER 119 MECHANICAL 120 LIFE GUARD 118 (E)8" W (E)3" W (E)8" W (E)3" W (E)2" W (E)4" W (E)8" W (E)2" W (E)3" W (E)2" W (E)8" W P-9 P-8B P-8B (E) SCO 4 P6.0 P-7A (E)2" TW (E)1" HW (E)2" CW P-5 P-10 POOL EQUIPMENT STORAGE 115 DATA 116 ELECTRICAL 117 LIFE GUARD 118 BOILER 119 MECHANICAL 120 (E)1 1/2" HW (E)3/4" CW P-18 (E)3/4" CW (E)1/2" HW (E)3" CW P-7 P-7 (E)1 1/2" HW (E)3" CW (E)1/2" HW (E)1/2" CW (E)2" G (E) ET-1 (E) ST-1 (E) GWH-1 ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/4" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET ENLARGED DEMOLITION PLUMBING PLANS KT JB P1.1 10/30/2024 MA I N T E N A N C E A N D R E P A I R S SCALE:1/4" = 1'-0" MECHANICAL ROOM FOUNDATION ENLARGED PLUMBING DEMOLITION PLAN 1 SCALE:1/4" = 1'-0" MECHANICAL ROOM FIRST FLOOR ENLARGED PLUMBING DEMOLITION PLAN 2 REVISION DATE DESCRIPTION BID SET 2024/10/30 P-1P-1 P-2 P-2 P-2 P-2 P-3 P-3 P-3 P-1 P-1 P-1 P-1 P-1 P-1 P-3 P-3 P-3 P-3 P-1 P-3 P-4 P-1 P-3 P-4 P-4 P-3 P-1 P-4 P-3 P-1 P-8 P-8 P-8 P-8 P-8P-8 P-7A P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 (E)1" CW WOMEN'S SHOWER 113 WOMENS TOILET 112 MEN'S SHOWERS 107 MEN'S TOILETS 106 FAMILY 108 FAMILY 109 FAMILY 110 FAMILY 111 P-7 P-7 3/4" HWC (E)1" TW (E)1 1/2" TW3/4" HWC 3/4" HWC (E)1 1/2" TW 3/4" HWC 1/2" HWC 3/4" HWC P-1P-1 P-3 1" HWC (E)1 1/2" TW 1" HWC (E)1 1/2" TW (E)1 1/2" TW (E)2" TW (E)2" CW 1" HWC (E)1" HW 1 P-7(E)2" CW (E)1/2" TW (E)2" CW P2.1 2 22 1/2" HWC 3/4" HWC 22 22 P-6 P-5A P-3A P-7A P-6A (E)3/4" CW (E)1/2" CW CONCESSIONS 101 MANAGER 104 STORAGE 103 JAN 102 CONCESSIONS 101 P-7A 1/2" HWC WH-1 CP-2 1/2" HWC 1/2" HWC (E)3/4" HW (E)1" CW (E)3/4" CW 2 2 3 1/2" HWC 6 M6.0 ET-2 3/4" HW 1" CW (E)1/2" CW (E)1/2" HW 1/2" HWC P-8 P-8 P-8 P-8 P-8 P-8 (E)4" W (E)2" W (E)4" W (E)4" W (E)4" W (E)2" W (E)2" W (E)2" W (E)3" W (E)3" W (E)1" CW MEN'S TOILETS 106 MEN'S SHOWERS 107 FAMILY 108 FAMILY 109 FAMILY 110 FAMILY 111 WOMENS TOILET 112 WOMEN'S SHOWER 113 (E) SCO (E)2" W P-8A P-8A P-8A P-8A P-8A P-8A P-8A P-8A P-8A P-8A P-8A P-8A ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/4" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET ENLARGED PLUMBING PLANS KT JB P2.0 10/30/2024 MA I N T E N A N C E A N D R E P A I R S SCALE:1/4" = 1'-0" SHOWER ROOM FIRST FLOOR ENLARGED PLUMBING PLAN 2 SCALE:1/4" = 1'-0" CONCESSIONS FIRST FLOOR ENLARGED PLUMBING PLAN 3 REVISION DATE DESCRIPTION PLAN NOTES 1 1" CW DOWN ROUTED UNDER SLAB TO CONCESSIONS BUILDING. 2 PROVIDE CIRCUIT SETTER VALVE FOR BALANCING OF HOT WATER RECIRCULATION SYSTEM. 3 1" CW DOWN ROUTED UNDER SLAB FROM LOCKER ROOM BUILDING. URINAL FLUSH VALVE COUNTS Mark Manufacturer Model Comments UR-FV Zurn Industries, LLC ZER6000AV-CPM Urinal flush valve UR-FV Zurn Industries, LLC ZER6000AV-CPM Urinal flush valve UR-FV Zurn Industries, LLC ZER6000AV-CPM Urinal flush valve UR-FV Zurn Industries, LLC ZER6000AV-CPM Urinal flush valve 4 WATER CLOSET FLUSH VALVE COUNTS Mark Manufacturer Model Comments WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve WC-FV Zurn Industries, LLC ZER6000AV-CPM Water closet flush valve 14 LAVATORY FACUCET COUNTS Mark Manufacturer Model Comments LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet LAV-Faucet Zurn Industries, LLC Z6915-XL Lavatory Faucet 12 SCALE:1/4" = 1'-0" SHOWER ROOM FOUNDATION ENLARGED PLUMBING PLAN 1 TRENCH DRAIN COUNTS Mark Manufacturer Model Comments P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain P-8A Zurn Industries, LLC Z884 Trench Drain 12 BID SET 2024/10/30 4 P6.0 P-7A (E)2" TW (E)1" HW (E)2" CW P-5 P-10 POOL EQUIPMENT STORAGE 115 DATA 116 ELECTRICAL 117 LIFE GUARD 118 BOILER 119 MECHANICAL 120 P-18 (E)3/4" CW (E)1/2" HW (E)3" CW P-7 ET-1 GWH-1 1/2" HWC (E)1 1/2" HW P-9 P-8B P-8B 12" DIA. STAND PIPE DRAIN, 36" AFF TV-1 P-7 CP-1 (E)1/2" CW (E)1/2" HW 1/2" HWC3/4" CW 1" HWC1" HWC 1/2" HWC P2.0 2 (E)3" CW P-6A (E)1 1/2" HW (E)2" G 1 1 (E) ST-1 (E)2" TW (E)2" CW 4 P6.0 POOL EQUIPMENT STORAGE 115 DATA 116 ELECTRICAL 117 BOILER 119 MECHANICAL 120 LIFE GUARD 118 (E)8" W (E)3" W (E)8" W (E)3" W (E)2" W (E)4" W (E)8" W (E)2" W (E)3" W (E)2" W (E)8" W P-9 P-8B P-8B (E) SCO ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 1/4" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET ENLARGED PLUMBING PLANS KT JB P2.1 10/30/2024 MA I N T E N A N C E A N D R E P A I R S SCALE:1/4" = 1'-0" MECHANICAL ROOM FIRST FLOOR ENLARGED PLUMBING PLAN 2 REVISION DATE DESCRIPTION PLAN NOTES 1 PROVIDE FLOOR DRAIN WITH BACKWATER VALVE. SCALE:1/4" = 1'-0" MECHANICAL ROOM FOUNDATION ENLARGED PLUMBING PLAN 1 BID SET 2024/10/30 - 102 101 106 101 101 (2.5 FU) (3 FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU) TITI (- FU)(- FU)(- FU) (3 FU) (2.5 FU) (3 FU) (2.5 FU) (2.5 FU) (2.5 FU) (- FU)(- FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU) (- FU) (2.5 FU) (2.5 FU) P-7A (E) 3/4" P-5A WH-1 P-6A ET-1 P-7 3/4" P-6 P-3A CP-2 FLOOR ROOF REFER TO CIVIL FOR CONTINUATION 1/2"1/2" 1/2"1/2" 1/2" 1"1"1" 1/2" 1"1" 1/2" 1" (E) 1" 1" 3/4" (E) 3/4" 1" 1" 1" BFPBFP 120120 120 115115119 115 112 111112 112 112 110112 112111 111 110110112 112 112 112 113 113 113 113 113 110 112 112 110 106 106 109 109 106 106 106 106 106 109107 107 107 107 107 106 108 108 106 106 108 106 106 (3 FU)(3 FU) (2.5 FU) (3 FU)(2.5 FU) (- FU) (- FU) (2.5 FU) (0.0 FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU)(1 FU) (2.5 FU) (- FU) (- FU) (- FU) (- FU) (- FU) (- FU) (- FU)(- FU) (- FU) (- FU) (- FU) (- FU) (- FU) (- FU) (- FU) TITI (1 FU)(2.5 FU)(1 FU) (2 FU) (2 FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU) (1 FU) (2 FU) (1 FU) (1 FU) (1 FU)(1 FU) (2.5 FU) (2.5 FU)(2 FU) (2.5 FU) (2 FU) (1 FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU) (2.5 FU) (- FU) (- FU) (- FU) (- FU) (- FU) (- FU) (2 FU) (2 FU) (2 FU)(2 FU)(1 FU) (1 FU) (1 FU) (2 FU) (2 FU) (2 FU) (2 FU) (- FU)(- FU) (- FU) (- FU) (- FU) (- FU) (- FU) (- FU) (- FU) (- FU) (- FU)(- FU) (- FU) (- FU) (- FU) (- FU) (- FU)(- FU) (- FU) (- FU)(- FU) (- FU)(- FU) (- FU) (- FU)(- FU) (- FU) (- FU) (- FU) (- FU) (- FU) FLOOR ROOF P-5 3/4" P-10 3/4" GWH-1 ET-1 P-7 3/4" P-18 3/4" P-7 3/4" ST-1 TV-1 3" REFER TO CIVIL FOR CONTINUATION BFP-1 3" BFP-1 P-7A 3/4" P-?P-1 3/4" P-1 3/4" P-1 3/4" P-1 3/4" P-1 3/4" P-1 3/4" P-1 3/4" P-1 3/4" P-3 1/2" P-4 1/2"1/2" 1-1/2" 1" 1-1/2" 2" 2" 1" 1"2" 1" 1" 2" 2" 2" 3/4"3/4" 3/4"3/4" P-3 1/2" P-7P-3 P-3 P-3 P-3 P-4 1/2" 1/2" 1/2" 1/2" P-4 P-4 P-4 P-4 P-4 1/2" P-7 3/4" P-1 3/4" P-7 3/4" P-1 3/4" P-7 3/4" P-3 1/2" P-4 1/2" P-3 1/2" P-3 1/2" P-3 1/2" P-3 1/2" P-1 3/4" P-1 3/4" P-4 1/2" 1/2" 1/2" 1/2" 1/2" P-4 P-4 P-4 P-4 P-1 3/4"1/2" P-4 P-3 1/2" P-2 3/4" P-2 3/4" P-1 3/4" P-2 3/4" P-2 3/4"1/2" 2" 1" 1" 1" 1" 1" 1" CW TO CONSESSIONS BUILDING 1/2"1" ROOF FLOOR 2" 2" 1-1/2" 1" 1" 3/4" 2" 3/4"3/4"2"2" 2" 2" 2" 2" 2"2" (E) 3" 3/4"3/4"3/4"3/4" 1"1" 3/4"3/4" 3/4"3/4" 3/4"3/4" 3/4" 1/2"1/2"1/2"1/2" 1/2" 1" 2" 2" 1" ISSUE DATE: CONTENTS: SCALE: DRAWN: CHECKED: PROJECT NO: SHEET: 2021011.01 17 1 9 M A P L E V A L L E Y H W Y , R E N T O N , W A 9 8 0 5 7 12" = 1'-0" CI T Y O F R E N T O N HE N R Y M O S E S A Q U A T I C C E N T E R BID SET RISER DIAGRAMS BO, AF JB P7.0 10/30/2024 MA I N T E N A N C E A N D R E P A I R S REVISION DATE DESCRIPTION SCALE:NONE CONCESSIONS DOMESTIC PLUMBING DIAGRAM 1 SCALE:NONE LOCKER ROOM DOMESITC WATER DIAGRAM 2 BID SET 2024/10/30