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2024.11.19 PPFD Pasco Aquatics Facility Drawings Vol. 2
SITE SEATTLE SPOKANE WASHINGTON STATE PASCOWAPATORICHLAND KENNEWICK WALLA WALLA YAKIMA SELAH O R E G O N I D A H O P A C I F I C O C E A N C A N A D A 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com 11/11/2024 1:44:29 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-ARCH-24.rvt 11.8.2024 Author G0.02 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y INDEX SHEET - VOLUME II N Scale: NTS LOCATION MAP N Scale: NTS VICINITY MAP VOLUME II: MECHANICAL / PLUMBING / FIRE PROTECTION / AQUATICS / ELECTRICAL OWNER PASCO PUBLIC FACILITIES DISTRICT PASCO AQUATICS FACILITY PASCO, WA PASCO PUBLIC FACILITIES DISTRICT 525 N 3RD AVE PASCO, WA 99301 MATT WATKINS - DIRECTOR 1908 W NORTHWEST BLVD, SUITE A SPOKANE, WA 99205 (509) 325-0511 SPVV LANDSCAPE NAC ARCHITECTURE 1203 WEST RIVERSIDE AVENUE SPOKANE, WA 99201 (509) 838-8240 PBS ENGINEERING 400 BRADLEY BLVD, SUITE 106 RICHLAND, WA 99352 CE PHONE COFFMAN ENGINEERS 221 N WALL STREET, SUITE 500 SPOKANE, WA 99201 (509) 328-2994 DCI ENGINEERS 707 W 2ND AVENUE SPOKANE, WA 99201 (509) 455-4448 808 E SPRAGUE SPOKANE, WA 99202 (206) 378-0569 THE GREENBUSCH GROUP, INC NAC ENGINEERING 1203 WEST RIVERSIDE AVENUE SPOKANE, WA 99201 (509) 838-8240 ARCHITECT CIVIL ENGINEER LANDSCAPE ARCHITECT STRUCTURAL ENGINEER MECHANICAL ENGINEER FIRE PROTECTION ELECTRICAL ENGINEER BROOKE HANLEY JASON MATTOX THOMAS SHERRY SCOTT KNECHT DYLAN TURNER JACK SCHNEIDER THE GREENBUSCH GROUP, INC 808 E SPRAGUE SPOKANE, WA 99202 (206) 378-0569 ACOUSTICAL ENGINEER ADAM JENKINS JUSTIN COOK WATER TECHNOLOGY, INC 100 PARK AVENUE BEAVER DAM, WI 53916 (920) 887-7375 POOL CONSULTANT RYAN NACHREINER INDEX OF DRAWINGS - VOLUME II 00 GENERAL G0.02 INDEX SHEET - VOLUME II 10 MECHANICAL M0.01 MECHANICAL NOTES AND LEGENDS M2.00 OVERALL MECHANICAL ZONE PLAN M2.01 OVERALL HVAC PLAN M2.02 OVERALL MECHANICAL ROOF PLAN M3.01 POOL BUILDING MECHANICAL PLANS M5.01 MECHANICAL DETAILS M5.02 MECHANICAL DETAILS M7.01 MECHANICAL SCHEDULES 11 PLUMBING P2.01 OVERALL UNDERSLAB PLUMBING PLAN P2.02 OVERALL PLUMBING PLAN P2.03 ENLARGED PLUMBING PLANS P2.04 ENLARGED PLUMBING PLANS P3.01 POOL BUILDING PLUMBING PLANS P5.01 PLUMBING DETAILS P5.02 PLUMBING DETAILS P7.01 PLUMBING SCHEDULES 12 FIRE PROTECTION FP3.01 FIRE PROTECTION PLACEHOLDER 13 AQUATICS PL100 OVERALL AQUATIC PLAN PL101 ADA AND DECK CLEARANCE PL102 GENERAL DETAILS AND SCHEDULES PL110 POOL A - INDOOR LEISURE POOL PLAN PL111 POOL A - INDOOR LEISURE POOL DIMENSION PLAN PL112 POOL A - INDOOR LEISURE POOL SECTIONS PL113 POOL A - INDOOR LEISURE POOL SECTIONS PL114 POOL A - INDOOR LEISURE POOL SAFETY PLAN AND SECTIONS PL115 POOL A - INDOOR LEISURE POOL DETAILS PL116 POOL A - INDOOR LEISURE POOL DETAILS PL117 POOL A - SLIDE PLAN AND SECTIONS PL118 POOL A - SLIDE DETAILS PL120 POOL B - IN/OUT WHIRLPOOL PLAN PL121 POOL B - IN/OUT WHIRLPOOL SECTIONS PL122 POOL B - IN/OUT WHIRLPOOL DETAILS PL130 POOL C - OUTDOOR ACTIVITY POOL PLAN PL131 POOL C - OUTDOOR ACTIVITY POOL DIMENSION PLAN PL132 POOL C - OUTDOOR ACTIVITY POOL SECTIONS PL133 POOL C - OUTDOOR ACTIVITY POOL SECTIONS PL134 POOL C - OUTDOOR ACTIVITY POOL ENLARGED SAFETY ENVELOPE PL135 POOL C - OUTDOOR ACTIVITY POOL ENLARGED SAFETY ENVELOPE SECTIONS PL136 POOL C - OUTDOOR ACTIVITY POOL DETAILS PL137 POOL C - OUTDOOR ACTIVITY POOL DETAILS PL138 POOL C - OUTDOOR ACTIVITY POOL SLIDE PL139 POOL C - OUTDOOR ACTIVITY POOL SLIDE PL200 STRUCTURAL NOTES, PLAN(S) AND SCHEDULE PL201 STRUCTURAL PLAN(S) AND SCHEDULE PL202 STRUCTURAL PLAN(S) AND SCHEDULE PL300 INDOOR OVERALL PIPE TRENCH PLAN PL300A OUTDOOR OVERALL PIPE TRENCH PLAN PL301 MECHANICAL NOTES PL400 MECHANICAL EQUIPMENT PLAN PL401 MECHANICAL EQUIPMENT SCHEDULES PL510 POOL A - MECHANICAL SCHEMATIC PL511 POOL A - ELECTRICAL SCHEMATIC PL520 POOL B - MECHANICAL SCHEMATIC PL521 POOL B - ELECTRICAL SCHEMATIC PL530 POOL C - MECHANICAL SCHEMATIC PL531 POOL C - ELECTRICAL SCHEMATIC INDEX OF DRAWINGS - (VOLUME I) 00 GENERAL G0.01 INDEX SHEET - VOLUME I G2.01 CODE PLAN 02 CIVIL C-001 COVER SHEET C-002 GENERAL NOTES AND LEGEND C-100 EXISTING CONDITIONS AND DEMOLITION PLAN C-110 SITE PLAN C-200 GRADING AND EROSION CONTROL PLAN C-300 COMPOSITE UTILITY PLAN C-301 COMPOSITE UTILITY PLAN 04 LANDSCAPE L100 IRRIGATION PLAN L200 LANDSCAPE PLAN L300 MATERIALS PLAN 06 ARCHITECTURAL A0.01 ARCHITECTURAL SYMBOLS AND ABBREVIATIONS A1.01 SITE PLAN A3.00 WALL ASSEMBLIES / OUTBUILDING & SLIDE TOWER FLOOR PLANS A3.01 FLOOR PLAN A3.10 DOOR & RELITE TYPES & SCHEDULES A3.20 FLOOR PATTERN PLANS A3.30 ROOM FINISH SCHEDULE A4.01 EXTERIOR ELEVATIONS A4.02 EXTERIOR ELEVATIONS A4.03 EXTERIOR ELEVATIONS - OUTBUILDING A4.10 CURTAIN WALL TYPES A4.11 STOREFRONT & LOUVER TYPES A4.20 BUILDING SECTIONS A4.21 BUILDING SECTIONS A4.22 BUILDING SECTIONS A4.40 WALL SECTIONS & PARTIAL BUILDING SECTIONS A4.41 WALL SECTIONS & PARTIAL BUILDING SECTIONS A4.42 WALL SECTIONS & PARTIAL BUILDING SECTIONS A4.43 WALL SECTIONS & PARTIAL BUILDING SECTIONS A4.44 WALL SECTIONS & PARTIAL BUILDING SECTIONS A4.50 ROOF PLAN - OUTBUILDING A4.51 ROOF PLAN A5.10 EXTERIOR DETAILS A6.01 VERTICAL CIRCULATION A7.01 ENLARGED TOILET PLANS & INTERIOR ELEVATIONS A7.02 INTERIOR ELEVATIONS A7.03 INTERIOR ELEVATIONS A7.04 INTERIOR ELEVATIONS A9.01 REFLECTED CEILING PLAN INDEX OF DRAWINGS - (VOLUME I) 08 STRUCTURAL S0.01 GENERAL NOTES S0.02 GENERAL NOTES S0.03 GENERAL NOTES S0.04 SPECIAL INSPECTIONS S1.01 FOUNDATION PLAN S1.02 LOW ROOF FRAMING PLAN S1.03 HIGH ROOF FRAMING PLAN S1.04 FOUNDATION & ROOF FRAMING PLAN - CONCESSIONS S2.01 TILT-UP PANEL ELEVATIONS S2.02 TILT-UP PANEL ELEVATIONS S2.03 BRACED FRAME ELEVATIONS & DETAILS S3.01 FOUNDATION DETAILS S3.02 FOUNDATION DETAILS S4.01 FRAMING DETAILS S4.02 FRAMING DETAILS INDEX OF DRAWINGS - VOLUME II 14 ELECTRICAL E0.01 SYMBOLS LIST & ABBREVIATIONS E0.02 SCHEDULES - POWER & AQUATIC E0.03 SCHEDULES - LIGHTING E1.01 ELECTRICAL SITE PLAN E1.02 ELECTRICAL SITE PLAN SYSTEMS E1.03 POOL BUILDING - LIGHTING, POWER, SYSTEMS & ROOF PLAN E1.04 DETAILS - SITE POLE DETAILS E1.05 DETAILS - ELECTRICAL SITE E2.01 LEVEL 1 - LIGHTING PLAN E3.01 LEVEL 1 - POWER PLAN E3.02 ROOF LEVEL - POWER & SYSTEM PLANS E4.01 LEVEL 1 - SIGNAL/COMM PLAN E5.01 ENLARGED PLANS E6.01 ELECTRICAL ONE-LINE DIAGRAM PLUMBING LEGEND COLD WATER (CW)W SANITARY WASTE ABOVE GRADE (W) HOT WATER (HW) HOT WATER CIRCULATING (HWC) 140° HOT WATER (HW) 140° HOT WATER CIRCULATING (HWC) 140 HW 140 HWC INDUSTRIAL COLD WATER (ICW)ICW IHW INDUSTRIAL HOT WATER (IHW) SOFT COLD WATER (SCW)SCW FILTERED COLD WATER (FCW)FCW TEMPERED WATER (TW)TW NON-POTABLE WATER (NPW)NPW IRRIGATION WATER (IW)IW DEIONIZED WATER (DI)DI DISTILLED WATER (DW)DW BGW SANITARY WASTE BELOW GRADE (BGW) PW PUMPED WASTE (PW) OW OILY WASTE (OW) V VENT - SANITARY (V) AW ACID WASTE (AW) AV ACID VENT (AV) RV RELIEF VENT (RV) RAIN LEADER (RD)RD OVERFLOW RAIN LEADER (ORD)ORD STORM DRAIN (SD)SD TRAP PRIMER (TP)TP NATURAL GAS (G)G PROPANE GAS (PG)PG PLUMBING SYMBOLS & FIXTURE TAGS 2" FD-1 4" FCO 4" RD-1 4" COG 4" ORD-1 WC-1 DRAIN SIZE (SEE PLANS) DRAIN TYPE (SEE SCHEDULE) CLEANOUT SIZE (SEE PLANS) CLEANOUT TYPE (SEE SCHEDULE) 2 DFU DRAINAGE FIXTURE UNITS (MAY NOT BE SHOWN) 400 SQFT DRAIN SIZE (SEE PLANS) DRAIN TYPE (SEE SCHEDULE) AREA SERVED (MAY NOT BE SHOWN) FIXTURE TYPE (SEE SCHEDULE) 2 CWFU 4 DFU L-1 2 CWFU 2 HWFU 4 DFU COLD WATER FIXTURE UNITS HOT WATER FIXTURE UNITS DRAINAGE FIXTURE UNITS (SEE PLANS FOR FIXTURE SYMBOL) (FIXTURE UNITS MAY NOT BE SHOWN) 4" WCO CONDENSATE DRAIN (D)D VACUUM (VAC)VAC COMPRESSED AIR (CA)CA 2" FS-1 PLUMBING/PIPING SYMBOLS LEGEND VALVE GATE VALVE BALL VALVE GLOBE VALVE PLUG VALVE BUTTERFLY VALVE SPECIALTY VALVE OS & Y VALVE STOP COCK PRESSURE REDUCING VALVE PRESSURE REGULATING VALVE CHECK VALVE SPRING CHECK VALVE STRAINER STRAINER W/ BLOWDOWN BACKFLOW PREVENTER BALANCING VALVE AUTOMATIC BALANCING VALVE A RELIEF VALVE FUEL ANTI-SIPHON VALVE F FUSIBLE OIL SAFETY VALVE MOTORIZED VALVE NEEDLE VALVE M M SOLENOID VALVE S S AUTOMATIC CONTROL VALVE FLOW SWITCH PRESSURE SWITCH FS PS PIPE ELBOW DOWN (OR AWAY) PIPE ELBOW UP (OR TOWARDS) PIPE TEE DOWN (OR AWAY) PIPE TEE UP (OR AWAY) FLOW DIRECTION PIPE SLOPE & DIRECTION REDUCER, CONCENTRIC REDUCER, ECCENTRIC UNION FLANGES BLIND FLANGE END CAP PT PLUG (TEST PORT) FLEX CONNECTOR/ COUPLING EXPANSION JOINT EXPANSION GUIDE PIPE ANCHOR HOSE QUICK DISCONNECT HOSE THREAD DRAIN BALL VALVE HOSE BIBB WALL HYDRANT HOSE THREAD DRAIN VALVE FIRE DEPARTMENT CONNECTION WATER HAMMER ARRESTOR THERMOWELL THERMOMETER DIAL THERMOMETER T PRESSURE GAUGE W/ COCK P PRESSURE GAUGE W/ COCK & SIPHON P AIR VENT A - AUTOMATIC C - COIN M - MANUAL H - HIGH VOLUME A BASKET STRAINER AIR FILTER W/ COALESCER & DRAIN AIR FILTER W/ COALESCER, DRAIN, REGULATOR & GAUGE PUMP (SYMBOLIC - ARROW INDICATES FLOW DIRECTION) WATER METERM WATER HAMMER ARRESTOR (PLAN) V# S=2% HVAC DUCTWORK LEGEND DUCTWORK 24x12 S/A RECTANGULAR DUCT SIZE (INCHES) FIRST DIMENSION IS SIDE OF DUCT SHOWN DUCT SIZES SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS OF DUCT. DUCT SIZE SHOWN DOES NOT INCLUDE INSULATION OR LINING UNLESS NOTED OTHERWISE. SEE BELOW FOR DUCT SIZE TAG LEGEND. DUCT SIZE DUCT SYSTEM ABBREVIATION (NOT ALWAYS BE SHOWN) INSULATED DUCT SOUND LINED DUCT 24x12ø FLAT OVAL DUCT SIZE (INCHES) FIRST DIMENSION IS SIDE OF DUCT SHOWN 24ø ROUND DUCT 18ø24x12 CHANGE IN DUCT SIZE AND/OR SHAPE SUPPLY AIR (SA) OUTSIDE AIR (OSA) RECTANGULAR DUCT TURNED UP/SECTION ROUND/FLAT OVAL DUCT TURNED UP/SECTION RECTANGULAR DUCT TURNED DOWN/AWAY ROUND/FLAT OVAL DUCT TURNED DOWN/AWAY RETURN AIR (RA) RECTANGULAR DUCT TURNED UP/SECTION ROUND/FLAT OVAL DUCT TURNED UP/SECTION RECTANGULAR DUCT TURNED DOWN/AWAY ROUND/FLAT OVAL DUCT TURNED DOWN/AWAY EXHAUST AIR (EA) RECTANGULAR DUCT TURNED UP/SECTION ROUND/FLAT OVAL DUCT TURNED UP/SECTION RECTANGULAR DUCT TURNED DOWN/AWAY ROUND/FLAT OVAL DUCT TURNED DOWN/AWAY DAMPERS VOLUME/BALANCING DAMPER FIRE DAMPER (FD) SMOKE DAMPER (SD) FIRE/SMOKE DAMPER (FSD) BACKDRAFT DAMPER MOTORIZED DAMPER DUCT SYSTEM ABBREVIATIONS M SUPPLY AIRSA OUTSIDE AIROSA COMBUSTION AIRCA RETURN AIRRA TRANSFER AIRTA EXHAUST AIREA FLEXIBLE DUCT DUCT SYMBOLS DUCT END CAP DUCT ACCESS DOOR AD SUPPLY AIR (SA) TERMINAL RETURN AIR (RA) OR TRANSFER AIR (TA) TERMINAL AIR TERMINAL IDENTIFICATION EXHAUST AIR (EA) TERMINAL GRILLE, REGISTER, OR OPEN DUCT X CFM AIRFLOW DIRECTION SOUND ATTENUATOR OR X-CFM GENERAL LEGEND THERMOSTAT. ADJACENT NUMBER INDICATES TERMINAL UNIT CONTROLLED HUMIDISTAT SENSOR CO2 SENSORCO2 T H S PLUMBING FIXTURE TAG, SEE PLUMBING SCHEDULES NOTES: XX-X SPECIFIC TO LOCATION(S) INDICATED. A. NOTE APPLIES TO ENTIRE SHEET. EXISTING NEW (E) (N) EXISTING (THIN) NEW (MEDIUM) POINT OF CONNECTION (POC) 1 EXISTING TO BE DEMOLISHED MECHANICAL EQUIPMENT, SEE MECHANICAL SCHEDULES.XX-X x SD DUCT SMOKE DETECTOR SP DUCT STATIC PRESSURE LINETYPES: B A A B _____________________ DETAIL SYMBOL: A = IDENTIFYING NUMBER B = SHEET WHERE DETAIL IS SHOWN SECTION SYMBOL: A = IDENTIFYING NUMBER B = SHEET WHERE DETAIL IS SHOWN NEW LOCATION(NL) RELOCATED(REL) GENERAL ABBREVIATIONS ø ROUND or DIAMETER AAV AUTOMATIC AIR VENT ABV ABOVE AD ACCESS DOOR AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT AL ACOUSTIC LINED AP ACCESS PANEL APD AIR PRESSURE DROP ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS AWT AVERAGE WATER TEMPERATURE BB BASEBOARD BBD BACKDRAFT DAMPER BFF BELOW FINISH FLOOR BHP BRAKE HORSEPOWER BG BELOW GROUND/GRADE BTU BRITISH THERMAL UNIT BTUH BRITISH THERMAL UNITS PER HOUR C CENTIGRADE CC COOLING COIL CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE CG CEILING GRILLE CI CAST IRON CLG CEILING CO CLEANOUT COG CLEANOUT TO GRADE CMU CONCRETE MASONRY UNIT CM CONDENSATE METER CONC CONCRETE CONN CONNECT or CONNECTION CONST CONSTRUCTION CONT CONTINUATION (D) DEMOLISH DB DECIBEL or DRY BULB DDC DIRECT DIGITAL CONTROL DIA DIAMETER DIM DIMENSION DN DOWN DOAS DEDICATED OUTDOOR AIR SYSTEM DPR DAMPER DPS DIFFERENTIAL PRESSURE SWITCH DWG DRAWING (E) EXISTING EA EACH EAT ENTERING AIR TEMPERATURE EF EXHAUST FAN EG EXHAUST GRILLE ELEC ELECTRIC or ELECTRICAL ELEV ELEVATION EMCS ENERGY MANAGEMENT CONTROL SYSTEM ERV ENERGY RECOVERY VENTILATOR ESP EXTERNAL STATIC PRESSURE EWT ENTERING WATER TEMPERATURE EXH EXHAUST EXST EXISTING F FAHRENHEIT FCO FLOOR CLEANOUT FCU FAN COIL UNIT FD FLOOR DRAIN FD FIRE DAMPER FFD FUNNEL FLOOR DRAIN FF FINAL FILTER FLR FLOOR FPM FEET PER MINUTE FPS FEET PER SECOND FS FLOOR SINK FSD COMBINATION FIRE/SMOKE DAMPER FT FOOT/FEET FTR FINNED TUBE RADIATION FV FACE VELOCITY GA GAGE or GAUGE GAL GALLON GALV GALVANIZED GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GRD GRILLE, REGISTER, OR DIFFUSER H HEIGHT HB HOSE BIBB HD HEAD HP HORSEPOWER HRV HEAT RECOVERY VENTILATOR HTG HEATING HVAC HEATING, VENTILATION AND AIR CONDITIONING HWG HIGH WALL GRILLE HWR HIGH WALL REGISTER HZ HERTZ ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH or INCHES INSUL INSULATION INV INVERT KH KICKSPACE HEATER KW KILOWATT KWH KILOWATT HOUR L LENGTH LAT LEAVING AIR TEMPERATURE LBS POUNDS LF LINEAR FOOT/FEET LVG LEAVING LWG LOW WALL GRILLE LWR LOW WALL REGISTER LWT LEAVING WATER TEMPERATURE MAX MAXIMUM MAV MANUAL AIR VENT MBH 1000 BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPACITY MCC MOTOR CONTROL CENTER MFR MANUFACTURER MOP MAXIMUM OVERCURRENT PROTECTION MUA MAKEUP AIR UNIT MIN MINIMUM MISC MISCELLANEOUS MTD MOUNTED MTG MOUNTING (N) NEW (NL) NEW LOCATION N/A NOT APPLICABLE N/C NORMALLY CLOSED N/O NORMALLY OPEN NC NOISE CRITERIA N.I.C. NOT IN CONTRACT NPT NATIONAL PIPE THREAD NTS NOT TO SCALE OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER O/C ON CENTER OD OUTSIDE DIAMETER OPNG OPENING PVC PRESSURE CONTROL VALVE PD PRESSURE DROP PH PHASE PLCS PLACES POC POINT OF CONNECTION POUA POINT OF USE ALARM PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH (GAGE) (REL) RELOCATE/RELOACTED RA RETURN AIR RAG RETURN AIR GRILLE REQD REQUIRED R.O. ROUGH OPENING RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SD SMOKE DETECTOR SF SUPPLY FAN SHT SHEET SIM SIMILAR SL SOUNDLINING SP STATIC PRESSURE SQ SQUARE SQ FT SQUARE FOOT/FEET SS STAINLESS STEEL STD STANDARD TAB TESTING, ADJUSTING & BALANCING THK THICK TP TRAP PRIMER or TEST PLUG TSP TOTAL STATIC PRESSURE TYP TYPICAL TU TERMINAL UNIT UBC UNIFORM BUILDING CODE UFC UNIFORM FIRE CODE UMC UNIFORM MECHANICAL CODE UPC UNIFORM PLUMBING CODE UG UNDERGROUND UH UNIT HEATER UNO UNLESS NOTED OTHERWISE VA VALVE VAC VACUUM VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VEL VELOCITY VFD VARIABLE FREQUENCY DRIVE VRF VARIABLE REFRIGERANT FLOW VTR VENT THRU ROOF W WIDE W/ WITH W/O WITHOUT WB WET BULB WC WATER COLUMN WCO WALL CLEANOUT WG WATER GAGE WGE WASTE GAS EVACUATION WH WALL HYDRANT WPD WATER PRESSURE DROP WT WEIGHT GENERAL NOTES 1. CONTRACTOR SHALL SECURE, MAINTAIN, AND PAY FOR ALL REQUIRED PERMITS, LICENSES, AND INSPECTIONS FOR DURATION OF WORK UNLESS DIRECTED OTHERWISE. 2. ALL WORK SHALL COMPLY WITH THE OWNER'S REQUIREMENTS, AND WITH ALL APPLICABLE STATE AND LOCAL CODES, OR AUTHORITY HAVING JURISDICTION. 3. SUBSTITUTIONS OF EQUIPMENT OTHER THAN AS SPECIFIED SHALL BE THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR, ANY ADDITIONAL ELECTRICAL, STRUCTURAL, MECHANICAL, OR ARCHITECTURAL REQUIREMENTS SHALL BE PROVIDED AT NO ADDITIONAL EXPENSE TO THE OWNER. 4. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT ATTEMPT TO SHOW ALL REQUIRED OFFSETS. COORDINATE WITH OTHER TRADES AND PROVIDE ALL NECESSARY OFFSETS. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR CONSTRUCTION DETAILS. 5. REFER TO PROJECT MANUAL (SPECIFICATIONS) FOR ADDITIONAL REQUIREMENTS. PLANS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER. PROVIDE ALL WORK CALLED FOR IN EITHER. IN CASE OF CONFLICT BETWEEN SPECIFICATIONS AND PLANS THE MORE STRINGENT SHALL APPLY. 6. ALL EQUIPMENT AND MATERIAL ON THE JOB SITE PRIOR TO INSTALLATION SHALL BE COVERED AND PROTECTED FROM RAIN, DIRT, DUST, AND DAMAGE. 7. VERIFY PHYSICAL DIMENSIONS OF EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES CAN BE MET. COORDINATE FINAL EQUIPMENT LOCATIONS W/ GENERAL CONTRACTOR AND OTHER TRADES TO ALLOW FOR REQUIRED MECHANICAL EQUIPMENT CLEARANCES. 8. PROVIDE AN UNOBSTRUCTED PASSAGEWAY MEASURING NO LESS THAN 36" WIDE BY 80" HIGH FROM DOOR INTO THE SPACE TO SERVICEABLE MECHANICAL EQUIPMENT. A LEVEL WORKING SPACE MEASURING NO LESS THAN 30" WIDE BY 36" DEEP MUST BE PROVIDED IN FRONT OF CONTROL SIDE OF EQUIPMENT FOR SERVICING. 9. PROVIDE NEC CODE MINIMUM HORIZONTAL AND VERTICAL WORKING CLEARANCES FOR ALL ELECTRICAL PANELS AND EQUIPMENT. OFFSET MECHANICAL WORK AS REQUIRED. 10. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO SHOP FABRICATION AND/OR FIELD INSTALLATION. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. 11. ALL MECHANICAL EQUIPMENT, MATERIALS, AND INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR. ALL EQUIPMENT SHALL BE COMPLETE, INSTALLED, AND FULLY FUNCTIONAL PRIOR TO FINAL ACCEPTANCE OF THE WORK. 12. INSTALL ALL EQUIPMENT PER MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. ANY CONFLICTS BETWEEN THE MANUFACTURERS DOCUMENTATION AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 13. DO NOT ALLOW ANY WORK TO BE COVERED UP OR ENCLOSED UNTIL INSPECTED, TESTED AND APPROVED BY OWNER'S REPRESENTATIVE OR AUTHORITY HAVING JURISDICTION. 14. MECHANICAL EQUIPMENT SHALL NOT BE USED FOR TEMPORARY HEATING OR COOLING DURING CONSTRUCTION. 15. PIPES AND WIRING IN PLENUM SHALL BE RATED FOR PLENUM USE. PVC, ABS, AND PLASTIC PIPING IS NOT ACCEPTABLE IN PLENUM APPLICATIONS. 16. ALL DETAILS ARE TYPICAL UNLESS NOTED OTHERWISE. GENERAL HVAC NOTES 1. SHEET METAL DUCTWORK AND COMPONENTS INCLUDING HANGING, SEALING, PLENUMS, & ACCESSORIES SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF SMACNA STANDARDS FOR HVAC DUCT CONSTRUCTION, NFPA 90A, & 90B STANDARDS. 2. ALL DUCTWORK OPENINGS SHALL BE COVERED DURING CONSTRUCTION. 3. ALL DAMPERS SHALL BE SET FULLY OPEN PRIOR TO BALANCING. 4. CONTRACTOR TO PROVIDE TRANSITION TO CONNECT TO ALL MECHANICAL EQUIPMENT. PROVIDE FLEXIBLE CONNECTION ON INTAKE AND DISCHARGE OF ALL MECHANICAL EQUIPMENT. 5. DUCT DIMENSIONS SHOWN ARE INSIDE SHEET METAL DIMENSIONS OR CLEAR OPENING INSIDE LINED DUCT. 6. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT ATTEMPT TO SHOW ALL REQUIRED OFFSETS. COORDINATE WITH OTHER TRADES AND PROVIDE ALL NECESSARY OFFSETS. 7. PROVIDE 1" THICK DUCT LINER IN ALL TRANSFER AIR DUCTWORK UNLESS NOTED OTHERWISE. 8. ALL ELBOWS SHALL BE LONG RADIUS ELBOWS WHEREVER POSSIBLE, OR SHALL HAVE TURNING VANES WHERE INDICATED ON PLANS. NO SQUARE THROAT OR ZERO RADIUS ELBOWS ALLOWED. 9. ALL DUCT BRANCH CONNECTIONS TO DIFFUSER OR GRILLES, TO OR FROM MAIN DUCTS, SHALL INCLUDE MANUAL VOLUME DAMPERS. ALL SPIN-IN FITTINGS SHALL BE CONICAL, RECTANGULAR BRANCH DUCT TAKEOFFS SHALL HAVE 45° TAKEOFFS. 10. PROVIDE CONCEALED DAMPER REGULATORS OR ACCESS DOORS FOR ALL MANUAL VOLUME DAMPERS LOCATED THAT ARE INACCESSIBLE. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. ALL FINAL ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 11. 24"x24" ACCESS DOORS SHALL BE PROVIDED FOR ALL MECHANICAL EQUIPMENT LOCATED ABOVE GYPSUM BOARD CEILINGS. ALL FINAL ACCESS DOOR LOCATIONS SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 12. PROVIDE DIFFUSER AND GRILLE FRAMES COMPATIBLE WITH ARCHITECTURAL CEILING TYPES AND COORDINATE LOCATIONS WITH THE ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL LIGHTING LAYOUT. 13. ALL DUCTWORK VISIBLE THROUGH RETURN OR SUPPLY GRILLES TO BE PAINTED FLAT BLACK. 14. ALL SUPPLY, RETURN AND EXHAUST AIR DUCTS SHALL HAVE THE TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL PENETRATIONS SEALED AIRTIGHT WITH DUCT SEALANT (SMACNA SEAL CLASS "A"). 15. COORDINATE EXACT LOCATIONS OF ALL ROOM THERMOSTATS AND/OR ROOM TEMPERATURE SENSORS WITH ARCHITECT/OWNER PRIOR TO INSTALLATION. 16. BALANCE AIR SYSTEM TO QUANTITIES SHOWN, AND SUBMIT A COPY OF THE BALANCE REPORT TO THE ENGINEER FOR REVIEW. GENERAL PLUMBING NOTES 1. PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO CONSTRUCT A COMPLETE, OPERATIONAL PLUMBING SYSTEM FOR THE ENTIRE PROJECT AS SHOWN ON THESE DRAWINGS, INCLUDING ALL NECESSARY FEES AND PERMITS. 2. THE ENTIRE INSTALLATION SHALL CONFORM TO THE MOST RECENTLY ADOPTED REQUIREMENTS OF THE PLUMBING CODE, AND ALL OTHER APPLICABLE CITY, COUNTY, STATE, AND FEDERAL CODES AND REGULATIONS IN EFFECT AT THE DATE OF THE BID. CONFORM TO ANY CODES, RULES, REGULATIONS AND REQUIREMENTS THAT THE PROJECT OWNER HAS. 3. PRIOR TO FABRICATION AND INSTALLATION, THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL PLUMBING WORK WITH ALL OTHER TRADES INCLUDING THE MECHANICAL CONTRACTOR, FIRE PROTECTION CONTRACTOR, ELECTRICAL CONTRACTOR, GENERAL CONTRACTOR, AND ANY CONTRACTOR HIRED DIRECTLY BY THE OWNER. WHERE CONFLICTS MAY OCCUR, THEY SHALL BE RESOLVED PRIOR TO INSTALLATION. 4. THE WORKING DRAWINGS ARE DIAGRAMMATIC. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACE PROVIDED. ALL LOCATIONS FOR PLUMBING EQUIPMENT AND PIPING SHALL BE CHECKED AND COORDINATED WITH THE ARCHITECTURAL, MECHANICAL, STRUCTURAL AND ELECTRICAL DRAWINGS. 5. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL FITTINGS, TRANSITIONS, VALVES, WORKING CLEARANCES, AND OTHER DEVICES AND ACCESSORIES REQUIRED FOR A COMPLETE, WORKABLE INSTALLATION. 6. PROVIDE PROPER PROVISIONS FOR EXPANSION OR MOVEMENT OF ALL PIPING. 7. PROVIDE WATER HAMMER ARRESTORS (SHOCK ABSORBERS) AT ALL PIPE LOCATIONS WHERE VALVE CLOSURES MAY CAUSE WATER HAMMER OR RESULT IN EXCESSIVE PIPE VIBRATION OR MOVEMENT. (EXAMPLES INCLUDE FLUSH VALVES, SENSOR FAUCETS, AND WASHING MACHINES). 8. PROVIDE CLEANOUTS AS REQUIRED BY CODE, INCLUDING AT ALL SINKS, URINALS AND END OF RUNS. 2021 WA STATE ENERGY CODE NOTES 1. DOCUMENTS DESCRIBED IN SECTION C103.6, INCLUDING RECORD DOCUMENTS, MANUALS, COMPLIANCE DOCUMENTATION, AND SYSTEM OPERATION TRAINING, SHALL BE PROVIDED TO THE BUILDING OWNER OR OWNER'S AUTHORIZED AGENT WITHIN 90 DAYS OF THE DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY. 2. HVAC SYSTEMS SHALL BE BALANCED AS REQUIRED BY SECTION C408.2.2. 3. PROVIDE BALANCING DEVICES IN ALL BRANCH DUCTS AS REQUIRED BY SECTION C408.2.2.1. 4. COMMISSIONING (MECHANICAL SYSTEMS) SHALL BE PROVIDED AND A REPORT SHALL BE SUBMITTED TO THE OWNER AS REQUIRED BY SECTION C408. PROVIDE A COMMISSIONING PLAN PER C408.1.2. 5. MECHANICAL EQUIPMENT AND CONTROLS SHALL BE COMMISSIONED PER SECTION C408.2. FUNCTIONAL PERFORMANCE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION C408.2.3. 6. HVAC SYSTEM CONTROLS SHALL BE CAPABLE OF AUTOMATIC START AND STOP PER SECTION C403.4.2.3. DESIGN CONDITIONS OUTDOORS VENTILATION INDOOR NON-POOL ELEVATION SUMMER 99°F DB / 69°F WB WINTER 11°F DB COOLING 75°F HEATING 70°F PER ASHRAE 62.1-2018 400 FT ABOVE SEA LEVEL LOCATION PASCO, WA INDOOR POOL COOLING 85°F HEATING 84°F PIPING LEGEND RL REFRIGERANT LIQUID LINE RS REFRIGERANT SUCTION LINE G NATURAL GAS ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:57:30 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP M0.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y MECHANICAL NOTES AND LEGENDS MECHANICAL SHEET INDEX SHEET NUMBER SHEET NAME M0.01 MECHANICAL NOTES AND LEGENDS M2.00 OVERALL MECHANICAL ZONE PLAN M2.01 OVERALL HVAC PLAN M2.02 OVERALL MECHANICAL ROOF PLAN M3.01 POOL BUILDING MECHANICAL PLANS M5.01 MECHANICAL DETAILS M5.02 MECHANICAL DETAILS M7.01 MECHANICAL SCHEDULES P2.01 OVERALL UNDERSLAB PLUMBING PLAN P2.02 OVERALL PLUMBING PLAN P2.03 ENLARGED PLUMBING PLANS P2.04 ENLARGED PLUMBING PLANS P3.01 POOL BUILDING PLUMBING PLANS P5.01 PLUMBING DETAILS P5.02 PLUMBING DETAILS P7.01 PLUMBING SCHEDULES T T T T T T T T T T T T H GENERAL NOTES A. VERIFY THERMOSTAT PLACEMENT WITH OWNER PRIOR TO ROUGH-IN. COORDINATE PLACEMENT WITH ELECTRICAL CONTRACTOR AND LIGHT SWITCH LOCATIONS. THERMOSTAT SHALL BE AT SAME ELEVATION AS LIGHT SWITCHES (BETWEEN 30"-48" AFF). LIFEGUARD RM 112 STOR 110 PARTY / BOARD ROOM 102 MOTHER'S RM 104 TLT 106 TLT 108 LOBBY/LOUNGE 100 GRAB & GO CONCESSIONS 100A VEST V100 RECEP 101A MANAGER 101C ADMIN 101B STORAGE 103 PARTY ROOM 107 PARTY ROOM 109 POOL EQUIPMENT 129 VEST V101 STOR/CUST 130CHANGING ROOMS 131 HALL C102 MAINSTREET C100 HALL C101 UCR 117 UCR 116 UCR 115 UCR 114 LOCKER AREA 132 LOCKER AREA 133 UCR 119 UCR 118 UCR 121 UCR 120 UCR 123 UCR 122 UCR 124 UCR 125 UCR 127 UCR 126 ELEC 129D MECHANICAL 129C TELE 105 CHEM 129A CHEM 129B NATATORIUM 134 A 1 2 4 5 63 B C E H J K L D F G RTU-1 RTU-4 RTU-5 RTU-3 RTU-2 RTU-6&7 H ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:57:41 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP M2.00 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y OVERALL MECHANICAL ZONE PLAN 1/8" = 1'-0"1 OVERALL MECHANICAL ZONE PLAN T T T T T T T T T T T T H LIFEGUARD RM 112 STOR 110 PARTY / BOARD ROOM 102 MOTHER'S RM 104 TLT 106 TLT 108 LOBBY/LOUNGE 100 GRAB & GO CONCESSIONS 100A VEST V100 RECEP 101A MANAGER 101C ADMIN 101B STORAGE 103 PARTY ROOM 107 PARTY ROOM 109 POOL EQUIPMENT 129 VEST V101 STOR/CUST 130CHANGING ROOMS 131 HALL C102 MAINSTREET C100 HALL C101 UCR 117 UCR 116 UCR 115 UCR 114 LOCKER AREA 132 LOCKER AREA 133 UCR 119 UCR 118 UCR 121 UCR 120 UCR 123 UCR 122 UCR 124 UCR 125 UCR 127 UCR 126 ELEC 129D MECHANICAL 129C TELE 105 CHEM 129A CHEM 129B NATATORIUM 134 SEE M2.02 FOR CONTINUATION 50x50 46 ø 46 ø 30ø 30ø 30ø 30ø 30ø 24ø A 1 2 4 5 63 B C E H J K L D F G 18x12 18x12 20x16 20x16 20 x 1 4 20 x 1 4 28 x 1 6 28 x 1 6 48 x 1 6 72 x 2 0 TO R T U -4 TO RTU-2 TO R T U -1 TO RTU-3 48x16 UP TO HIGH WALL RETURN/ 48x16 DN TO LOW WALL RETURN 48x16 UP TO HIGH WALL RETURN/ 48x16 DN TO LOW WALL RETURN 60x20 60 x 2 0 60x42 RA UP TO RTU-7 48x16 72 x 2 0 26 x 1 6 26 x 1 626x16TO RTU-5 18 x 1 2 18 x 1 2 18 x 1 2 18 x 1 226x16LV-8 LV-12 LV-13 LV-11 LV-10 LV-9 HIGH LOW HIGH LOW EH-3 EH-4 UH-2 UH-3 EH-2 EH-1 UH-1 LV-1 LV-2 LV-3 LV-4 UP TO EF-1 UP TO EF-2 UP TO EF-3 IDU-1 1 1 HPWH-1 72 x 2 0 24 ø 24 ø 60x42 RA UP TO RTU-6 72 x 2 0 4ø DRYER EXHAUST 2 GENERAL HVAC NOTES A. VERIFY THERMOSTAT PLACEMENT WITH OWNER PRIOR TO ROUGH-IN. COORDINATE PLACEMENT WITH ELECTRICAL CONTRACTOR AND LIGHT SWITCH LOCATIONS. THERMOSTAT SHALL BE AT SAME ELEVATION AS LIGHT SWITCHES (BETWEEN 30"-48" AFF). B. MAINTAIN ACCESS TO ALL DAMPERS FOR MAINTENANCE PURPOSES. PROVIDE ACCESS PANELS WHERE NECESSARY. C. PROVIDE VOLUME DAMPERS ON ALL SUPPLY, RETURN, AND EXHAUST BRANCH DUCT TAKEOFFS IN ADDITION TO THOSE SHOWN. PROVIDE REMOTE DAMPER OPERATORS IN HARD LID CEILINGS WHERE DAMPERS ARE NOT ACCESSIBLE. ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:57:50 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP M2.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y OVERALL HVAC PLAN 1/8" = 1'-0"1 OVERALL HVAC PLAN KEY NOTES 1 TERMINATE DUCT 6" ABOVE FLOOR. 2 4" DRYER EXHAUST VENT CAP WITH BACKDRAFT DAMPER AND 1/2" BIRDSCREEN. VTR VTR VTR VTR SEE M2.01 FOR CONTINUATION RD-1/ORD-1 RD-1/ORD-1 RD-1/ORD-1 RD-1/ORD-1 RD-1/ORD-1 A 1 2 4 5 63 B C E H J K L D F G RD-1/ORD-1 RTU-6 RTU-7 SEE M2.01 FOR CONTINUATION SEE M2.01 FOR CONTINUATION 16x48 16x48 50x50 36x36 VTR RTU-3 RTU-4 RTU-5 RTU-2 RTU-1 EF-1 EF-2 ODU-1 EF-3 RD-1/ORD-1 RD-1/ORD-1 RD-1/ORD-1 RD-1/ORD-1 RD-1/ORD-1 RD-1/ORD-1 VTR VTR VTR VTR VTR GENERAL NOTES A. LOCATE PLUMBING VENTS AND EXHAUST FANS 10-0" MIN. FROM HVAC AIR INTAKES. B. LOCATE ALL SERVICABLE EQUIPMENT 10'-0" MIN. FROM ROOF EDGE OR PARAPET. ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:57:52 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP M2.02 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y OVERALL MECHANICAL ROOF PLAN 1/8" = 1'-0"1 OVERALL MECHANICAL ROOF PLAN TTT T AA 2221 BB POOL MECH & ELEC 206 CHEM 208 CHEM 207 STORAGE 205 CONCESSIONS 204 LIFEGUARD RM 200 UCR 201 UCR 202 UCR 203 UH-7 UH-4 UH-5 EH-5 EH-6 EH-7EH-9EH-8 UH-6 UP TO EF-7 UP TO EF-6 UP TO EF-5 LV-7 LV-6 LV-5 IDU-2 UP TO EF-4 1 1 GENERAL NOTES A. VERIFY THERMOSTAT PLACEMENT WITH OWNER PRIOR TO ROUGH-IN. COORDINATE PLACEMENT WITH ELECTRICAL CONTRACTOR AND LIGHT SWITCH LOCATIONS. THERMOSTAT SHALL BE AT SAME ELEVATION AS LIGHT SWITCHES (BETWEEN 30"-48" AFF). B. MAINTAIN ACCESS TO ALL DAMPERS FOR MAINTENANCE PURPOSES. PROVIDE ACCESS PANELS WHERE NECESSARY. C. PROVIDE VOLUME DAMPERS ON ALL SUPPLY, RETURN, AND EXHAUST BRANCH DUCT TAKEOFFS IN ADDITION TO THOSE SHOWN. PROVIDE REMOTE DAMPER OPERATORS IN HARD LID CEILINGS WHERE DAMPERS ARE NOT ACCESSIBLE. D. LOCATE PLUMBING VENTS AND EXHAUST FANS 10-0" MIN. FROM HVAC AIR INTAKES. E. LOCATE ALL SERVICABLE EQUIPMENT 10'-0" MIN. FROM ROOF EDGE OR PARAPET. AA 2221 BB VTR VTR EF-7 EF-6 EF-5 ODU-2 EF-4 ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:57:55 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP M3.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y POOL BUILDING MECHANICAL PLANS 1/4" = 1'-0"1 POOL BUILDING MECHANICAL PLAN KEY NOTES 1 TERMINATE DUCT 6" ABOVE FLOOR. 1/4" = 1'-0"2 POOL BUILDING MECHANICAL ROOF PLAN R Dc CONICAL 90° TEE ASHRAE# SR5-12 4" Db D1 ASHRAE# SD4-1 E REDUCER D0 O A Db 45° TEE ASHRAE# SD5-1 1" Dc C ASHRAE# CD3-3 45° ELBOW R 3SEE D 3SEE D Dc 2" Db 45° TEE ASHRAE# SD5-4 3/8" FLANGE 1" D F D TO AVOID AN OBSTRUCTION ROUND DUCT, DEPRESSED ELEVATION VIEW TO AVOID AN OBSTRUCTION ROUND-RECT.-ROUND ASHRAE# CD3-1 90° ELBOW D D d PLAN VIEW W= 0.75D d 2 D REDUCER ASHRAE# SD4-2 ASHRAE# CD6-4 ELEVATION VIEW 12" d PLAN VIEW W1D0 L GALVANIZED METAL GAUGE FOR ALL. 49 - 72" 25 - 48" 9 - 24" UP TO 8" FITTING DIA. 3 G 2 1 NOTES: I SEE 2 18 20 22 24 MAT'L GA. J SEE 2 B O2 L USE SLICES INSTEAD OF ROUND-RECT. ROUND WHERE d/D IS GREATER THAN 2/3. R/D = 1.5 UP TO 14" DIAMETER; R=24" FOR 16" DIAMETER AND LARGER ELBOWS. 22.5° 22.5° 22.5° 22.5° 90° 45° 0 < 60 °02 < 60 ° RECTANGULAR TO ROUND 45° 45° WxH H Dc Ds ASHRAE# SD5-12 Db1 CONICAL 90° TAP 1" H 90° H 3/8" FLANGE CHANGE OF DUCT SIZE TRANSITION BRANCH DUCT TAKEOFFS END TAP A ≤ 30° RECTANGULAR DUCT DUCT ELBOWS NOTE: OFFSETS (TO AVOID OBSTRUCTIONS) ARE REQUIRED BUT ARE NOT NECESSARILY SHOWN ON THE PLANS. OFFSETS TURNING VANES R=1/2W 45° OR 90° RADIUS ELBOWS 45.00° ROUND OR RECTANGULAR CONICAL SPIN-IN ROUND DUCT RUNOUT TO SINGLE DIFFUSER OR GRILLE ONLY 45.00° D W D=1/2W, BUT NOT MORE THAN 12" A CONICAL SPIN-IN OR TRANSITION TO AT LEAST 70% GREATER THAN AREA OF SMALLER DUCT. SEE MAX TRANSITION ANGLE. THE DUCT FITTINGS ABOVE ARE CONSIDERED ACCEPTABLE. THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR ALTERNATIVE FITTINGS PRIOR TO FABRICATION. ONLY FITTINGS WITH EQUAL OR LOWER PRESSURE DROP WILL BE CONSIDERED. A W 12"x12" ACCESS PANEL ON BOTTOM OF DUCT UPSTREAM OF TURNING VANES, REQUIRED FOR RETURN AND EXHAUST DUCTS A ≤ 30° R AW R R=1/2W SECURE EQUIPMENT TO STRUCTURE WITH 12 GA. WIRE. FASTEN WITH 3 TIGHT TURNS IN 1" WIRE MAY BE SLACK. TYPICAL ALL FOUR SIDES. TRANSITION, WHERE REQ'D SUPPLY DIFFUSER S.S. OR NYLON CLAMP FLEXIBLE DUCT CEILING R=1.5xø PROVIDE SMOOTH RADIUS CONNECTION, PROPERLY SUPPORT FLEX DUCT FOR SMOOTH AIR FLOW TO DIFFUSER SHEETMETAL DUCT MAX SAG 1/2" PER FOOT ON SUPPORT SPACING FLEXIBLE INSULATED NONMETALLIC DUCT, SIZE AS INDICATED ON PLANS SEE SPECS 1" WIDE SHEET METAL STRAP SECURED TO STRUCTURE, SIZE AND SPACING PER MECHANICAL CODE SECURE EQUIPMENT TO STRUCTURE WITH 8 GAUGE WIRE. FASTEN WITH 3 TIGHT TURNS IN 1". WIRE MAY BE SLACK. TYP. ALL FOUR SIDES. LOUVERED GRILLE WITH SURFACE MOUNT FRAME SPIN-IN CONNECTION SEALANT SHEET METAL BOOT, SEALANT ON ALL SEAMS TOP INLET, WHERE APPLICABLE CONNECT SPIN-IN AS CLOSE AS POSSIBLE TO TOP OF PLENUM S.S. OR NYLON CLAMP FLEXIBLE DUCT SIZE AS INDICATED ON PLANS SIDE INLET, WHERE APPLICABLE NOTE: BOOT HEIGHT SHALL BE MIN. 8", WIDTH AND LENGTH SHALL MATCH GRILLE FLANGE. LAY-IN CEILING SECURE EQUIPMENT TO STRUCTURE WITH 8 GAUGE WIRE. FASTEN WITH 3 TIGHT TURNS IN 1". WIRE MAY BE SLACK. TYP. ALL FOUR SIDES. LOUVERED GRILLE WITH LAY-IN FRAME SPIN-IN CONNECTION SEALANT SHEET METAL BOOT, SEALANT ON ALL SEAMS TOP INLET, WHERE APPLICABLE CONNECT SPIN-IN AS CLOSE AS POSSIBLE TO TOP OF PLENUM S.S. OR NYLON CLAMP FLEXIBLE DUCT SIZE AS INDICATED ON PLANS SIDE INLET, WHERE APPLICABLE NOTE: BOOT HEIGHT SHALL BE MIN. 8", WIDTH AND LENGTH SHALL MATCH GRILLE FLANGE. GYP. BD. SECTION A-A RECTANGULAR DUCT ROUND DUCT A A SIZE DUCTWORK SO GRILLE DOES NOT EXTEND BEYOND OUTER SURFACE, VERIFY SIZE WITH DIFFUSER SUPPLIER SPIRAL SUPPLY DUCT SUPPLY GRILLE SUPPLY AIR PLENUM SPIRAL DUCT APPLY SEALANT ALL AROUND SHEET METAL SCREW OPPOSED BLADE DAMPER SIZE DUCTWORK SO GRILLE DOES NOT EXTEND BEYOND OUTER SURFACE, VERIFY SIZE WITH DIFFUSER SUPPLIER SHEET METAL SCREW OPPOSED BLADE DAMPER GRILLE DUCT 2500 1320 420ONE 1 x 18 GA STRAP36 ONE 1 x 16 GA STRAP 84 60 50 700 ONE 1 x 22 GA STRAP QUANTITY/SIZE IN.MAX. DUCT Ø IN. 26 HANGER STRAPS OR RODS MAX. LOAD LBS. 260 MAX. SPACING IN. 144 144 NOTE: TABULATED DATA FROM SMACNA ALLOWS FOR DUCT REINFORCING AND INSULATION, BUT NO EXTERNAL LOAD.BAND OF SAME SIZE AS HANGER STRAP LOAD RATED FASTENERS 50" Ø & UNDER 144 144 144 TWO 3/8 Ø RODS TWO 1/2 Ø RODS FORM FLANGE AT END OF SHEET METAL DUCT. SET TIGHT AGAINST WALL. SUPPLY, RETURN, OR EXHAUST GRILLE OR STUD FRAME OPENING NOT BY MECHANICAL SHEET METAL DUCT 18 GAUGE SHEET METAL COLLAR FLANGE TIGHT AGAINST WALL SURFACE. ATTACH TO DUCT WITH SHEET METAL SCREWS OR POP RIVETS WALLBOARD PARTITION WALL SQUARE TO ROUND TRANSITION 18 GAUGE SHEET METAL COLLAR FLANGE TIGHT AGAINST WALL SURFACE. ATTACH TO DUCT WITH SHEET METAL SCREWS OR POP RIVETS PARTITION WALL WALLBOARD STUD FRAME OPENING NOT BY MECHANICAL SHEET METAL DUCT 45 END VIEW NOTES MAX UNISTRUT P1000 LATERAL BRACE UNISTRUT P1843 HINGE CONNECTOR TYPICAL EA. END HANGER RODS WITH STIFFENERS OR ANGLE IRON SUPPORTS. ANGLE IRON CROSS MEMBER. RIGID BRACE (SHOWN) OR MULTIPLE CABLE BRACES. SEE STRUCTURAL FOR ANCHORAGE. UNISTRUT P1000 UNISTRUT P1000 1 2 3 4 4 11 4 4 3 2 2 NOTE: 1. DELETE INSULATION STAND-OFF ON DUCTWORK WITHOUT EXTERIOR INSULATION. 2. DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR FOR MULTI-BLADE DAMPERS & ROUND DAMPERS. 3. PROVIDE FLAG TAPE AT EACH VOLUME DAMPER HANDLE FOR EASY IDENTIFICATION. INSULATION DAMPER BLADE 1/8" CLEARANCE ALL AROUND OUTSIDE END BEARING INSIDE END BEARING HANDLE WITH LOCKING QUADRANT INSULATION STAND-OFF 1/2" ROUND ROD PIN DUCT STIFFEN BLADE AS REQUIRED SIDE ELEVATION SECTION SHEET METAL AS SPECIFIED FOR DUCTWORK. 1"X1/8" BAND IRON BOLT ON 4" CENTERS 1" FLANGE & HEM WASHER SHEET METAL AS SPECIFIED FOR DUCTWORK. FLANGED CONNECTION ON FAN SIDE. ALTERNATE POSITION OF BOLT 1-1/2" MIN. TO 3" MAX. INSTALLED. 6" NOMINAL WITH MATERIAL TAUT. FLEXIBLE MATERIAL AS SPECIFIED DUCT 1-1/2" POCKET SLIP EQUIPMENT BASE ANCHOR BOLT NEOPRENE WASHER & SLEEVE BONDED STEEL PLATE FLOOR RESILIENT PAD FLOOR MOUNT EQUIPMENT RESTRAINED BY RESILIENT PADS (TYPE DS) 1"1" 6" 6" 6" 6" 6" 6" NOTE: 1. APPLICABLE TO PENETRATIONS OF ALL FIRE RATED MEMBRANES, IN ACCORDANCE WITH NFPA 101. REFER TO SPECIFICATIONS SECTION 07270, FIRE STOPPING SYSTEMS. INSULATED PIPE OR DUCT FIRESTOP MATERIAL 3/4" APPROVED FIRESTOP INSULATION WITH VAPOR BARRIER PIPE SLEEVE WHERE SPECIFIED 1/4"Ø ANCHOR ROD FOR NEW CONSTRUCTION WELD FLOOR OR DECK PENETRATION PARTITION OR CHASE PENETRATION MASONRY PARTITION PARTITION SUPPORT FIRESTOP MATERIAL 3/4" APPROVED FIRESTOP INSULATION WITH VAPOR BARRIER DRYWALL PARTITION INSULATED PIPE OR DUCT ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:57:57 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP M5.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y MECHANICAL DETAILS NTS1MEDIUM PRESSURE FABRICATED FITTINGS NTS2LOW PRESSURE DUCT FITTING REQUIREMENTS NTS3SUPPLY DIFFUSER INSTALLATION NTS4TYP. RETURN/EXHAUST GRILLE MOUNTING 12" = 1'-0"9 SUPPLY GRILLE - EXPOSED DUCTWORK NTS5ROUND DUCT HANGER NTS6GRILLE IN WALL INSTALLATION NTS7STUD WALL PENETRATION NTS10SUSPENDED DUCTWORK NTS8VOLUME DAMPER INSTALLATION NTS11RECTANGULAR FLEXIBLE CONNECTION NTS13SEISMIC BRACING FOR EQUIPMENT NTS12PIPE/DUCT PENETRATION OF FIRE/SMOKE BARRIERS GASKET TRANSITION DUCTWORK WITHIN CURB SPACE AS REQUIRED ROOF STRUCTURE ROOF CURB FLEXIBLE DUCT CONNECTION, TYP. ATTACH DUCTWORK TO ROOF CURB ROOFTOP UNIT RIGID INSULATION CANT STRIP ROOF MEMBRANE COUNTER FLASHING NAIL SUPPLY AIR DUCT RETURN AIR DUCT 1.5" RIGID INSULATION, BY G.C. NOTE: CONTRACTOR SHALL PROVIDE A DEFERRED SUBMITTAL DETAILING ANCHORAGE OF UNIT TO CURB AND CURB TO STRUCTURE. CALCULATIONS AND DETAILS SHALL BE STAMPED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. INSTALL TWO LAYERS OF 5/8" THICK GYPSUM BOARD SEPARATED BY R-19 FIBERGLASS BATT INSULATION. PROVIDE METAL STUD FRAMING AS REQUIRED. SEAL TIGHT AT PERIMETER, DUCTWORK & ALL JOINTS WITH SILICONE CAULK. CONDENSING UNIT SECURE CONDENSING UNIT TO STAND PER MANUFACTURER'S INSTRUCTIONS, TYP. OF 4 MANUFACTURER OUTDOOR UNIT STAND ROOF FLASHING, SEE ARCHITECTURAL ANCHOR BOLTS, TYP. OF 4 EACH LEG ROOF, SEE ARCHITECTURAL ANCHOR FAN TO CURB WITH (3) #12d EACH SIDE, TYPICAL, AND SEAL ALL AROUND SEE ARCH. FOR INFO. ON ROOF CONSTRUCTION DUCT TRANSITION AS REQUIRED CONTROL DAMPER COUNTER FLASHING UNDER FAN BASE INSULATED FACTORY CURB, SECURE TO ROOF FAN BASE FLEXIBLE DUCT CONNECTOR EXHAUST FAN NOTE: THIS DETAIL MAY NOT EXACTLY REPRESENT THE CONSTRUCTION OR TYPE OF MATERIALS CURRENTLY INSTALLED. CONTRACTOR SHALL USE THIS DETAIL AS A GUIDE IN CONJUNCTION WITH ROOF MANUFACTURER'S FLASHING INSTRUCTIONS. NOTE: CONTRACTOR MAY USE RPS PIPE PORTAL SYSTEM (CURB, COVER, CAP, AND CLAMPS) IN LIEU OF FABRICATED SYSTEM SHOWN. INSTALL PER MFRS INSTRUCTIONS. SECURE DUCT TO ROOF STRUCTURE SEE ARCHITECTURAL FOR ROOF ASSEMBLY SEAL ALL JOINTS AND SEAMS WEATHER TIGHT ROOF STRUCTURE, SEE STRUCTURAL FLASH ROOFING TO DUCT ROUND OR RECTANGULAR DUCT SIZED TO FIT REFRIGERANT PIPING AND ELECTRICAL CONDUIT CAP DUCT AND CUT HOLE IN CAP TO INSERT REFRIGERANT PIPING & ELECTRICAL CONDUIT. SEAL AROUND PIPING USING SPRAY FOAM OR RUBBER GASKETING TO FORM AIR BARRIER. SEALANT DUCT SUPPORT, MIRO INDUSTRIES 6DS, OR APPROVED EQUAL SET SUPPORT ON EXTRA LAYER OF ROOFING MEMBRANE INSULATE DUCTWORK AS SPECIFIED ROOFTOP DUCTWORK PER PLANS PROVIDE SHEET METAL COVER, AND SEAL WATER TIGHT. PROVIDE SEAMS ON BOTTOM AND SIDES AS MUCH AS FEASIBLE UNISTRUT SUPPORT ABOVE AND BELOW DUCTWORK NOTE: SPACING NOT TO EXCEED 8' O.C. DUCT SIZE, SEE PLANS ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:57:58 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP M5.02 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y MECHANICAL DETAILS NTS1ROOFTOP UNIT MOUNTING NTS2CONDENSING UNIT MOUNTING, OUTDOOR COMPONENT NTS3ROOF EXHAUST FAN NTS4REFRIGERANT PIPING THROUGH ROOF NTS5OUTDOOR DUCT DETAIL - STAND ROOFTOP UNIT SCHEDULE TAG LOCATION SERVES DESCRIPTION MANUFACTURER / MODEL SUPPLY FAN RETURN FAN EXHAUST FAN ENERGY RECOVERY MODULE COOLING CAPACITY EMERGENCY HEAT UNIT ELECTRICAL REQUIREMENTS FILTERS UNIT SIZE (WxLxH) UNIT WT. (LBS)NOTES TOTAL CFM HEATING CFM MIN CFM MIN OA CFM ESP (IN. WC) MOTOR DATA TOTAL CFM ESP (" WC) MOTOR DATA TOTAL CFM ESP (" WC) MOTOR DATA SUMMER WINTER SENS. (MBH)TOTAL (MBH)EER CODE MIN EER S/IEER CODE MIN S/IEER OUTPUT (MBH) (11F) OUTPUT (MBH) (32F) COP @ 47 F CODE MIN COP @ 47 F COP @ 17 F CODE MIN COP @ 17 F HSPF2 CODE MIN HSPF2 TYPE KW VOLTS Ø MCA MOCP TYPEOAT DB/WB (°F) LAT DB/WB (°F) OAT DB/WB (°F) LAT DB/WB (°F)# BHP HP RPM DRIVE # BHP HP RPM DRIVE # BHP HP RPM DRIVE RTU-1 ROOF LOBBY HEAT PUMP W/ ELEC. RESISTANT EMERG. HEAT 3200 3200 1500 600 1.50 1 - - - - - - - - - - - - - - - - - - 76 80 11 14.1 101 60 3.4 2.25 - - SCR 30 480 3 4" MERV 13 (2) (9) RTU-2 ROOF MAINSTREET, BOARD RM, LIFE GUARD HEAT PUMP W/ ELEC. RESISTANT EMERG. HEAT 1,700 1,700 800 500 1.50 1 - - - - - - - - - - - - - - - - - - 34 35 - 13.4 65 23.7 3.4 2.25 -- SCR 20 480 3 4" MERV 13 (2) (9) RTU-3 ROOF LOCKER ROOMS 100% OSA, HEAT RECOVERY CORE, HEAT PUMP W/ ELEC. RESISTANT EMERG. HEAT 2,750 2,750 2,750 2,750 1.50 1 - - - - - - - 2,750 1.5 1 99 / 69 11 / 6.3 82 82 11 14.1 125 67 3.4 2.25 - - SCR 36 480 3 4" MERV 13 (1) (2) (3) (9) RTU-4 ROOF ADMIN HEAT PUMP W/ ELEC. RESISTANT EMERG. HEAT 1,200 1,200 600 200 1.50 1 - - - - - - - - - - - - - - - - - - 28 28 - 13.4 30 17.5 - - - - 6.7 SCR 9 480 3 4" MERV 13 (2) (9) RTU-5 ROOF PARTY RMS HEAT PUMP W/ ELEC. RESISTANT EMERG. HEAT 2,100 2,100 1,000 520 1.50 1 - - - - - - - - - - - - - - - - - - 54 60 - 13.4 68 35.7 3.4 2.25 - - SCR 20 480 3 4" MERV 13 (2) (9) RTU-6 ROOF NATATORIUM SENSIBLE ONLY HEAT RECOVERY CORE, CAPABLE OF 100% OSA ECONOMIZER/PURGE MODE, HEAT PUMP W/ ELEC. RESISTANT EMERG. HEAT 19,000 19,000 19,000 5000 2.50 2 DIRECT 20,000 2.0 2 DIRECT - -- - - - - 99 / 69 11 / 6.3 9.5 12.5 3.2 2.05 - - SCR 480 3 4" MERV 13 (5) (6) (7) (8) (9) RTU-7 ROOF NATATORIUM SENSIBLE ONLY HEAT RECOVERY CORE, CAPABLE OF 100% OSA ECONOMIZER/PURGE MODE, HEAT PUMP W/ ELEC. RESISTANT EMERG. HEAT 19,000 19,000 19,000 5000 2.50 2 DIRECT 20,000 2.0 2 DIRECT - -- - - - - 99 / 69 11 / 6.3 9.5 12.5 3.2 2.05 - - SCR 480 3 4" MERV 13 (5) (6) (7) (8) (9) (1) 100% OUTSIDE AIR (2) HEAT PUMP UNIT WITH SCR ELECTRIC BACKUP HEAT, FULL AIR ECONOMIZER. (3) UNIT TO BE SUPPLIED WITH OUTSIDE AIR CORE ENERGY RECOVERY MODULE (4) DEMAND CONTROL VENTILATION WITH HIGH EFFICIENCY SINGLE ZONE VAV. HEATING BURNER OUTPUT SHALL BE MODULATING OR HAVE A MINIMUM OF 2 STAGES WITH THE FIRST STAGE BEING LESS THAN 50 PERCENT OF TOTAL HEATING CAPACITY. COOLING COILS SHALL BE MODULATING OR HAVE A MINIMUM OF 2 STAGES WITH THE FIRST STAGE BEING LESS THAN 50 PERCENT OF THE TOTAL COOLING CAPACITY. (5) DEDICATED POOL UNIT, RTU-6 & RTU-7 TO RUN TOGETHER AND CONNECTED TO THE SAME DUCT SYSTEM. (6) SUPPLY SENSIBLE PLATE HEAT RECOVERY CORE BETWEEN THE SUPPLY AND EXHAUST AIR STREAMS. PROVIDE BYPASS ON SUPPLY AIRSTREAM. PROVIDE FULL ECONOMIZER/PURGE MODE. (7) PROVIDE SPRING ISOLATED ROOF CURB. (8) SUPPLY UNIT WITH MODULATING ELECRTIC RESISTANCE HEAT ALONG WITH HEAT PUMP. (9) PACKAGED CONTROLS WITH BACNET. FAN SCHEDULE TAG LOCATION SERVES MANUFACTURER/ MODEL DESCRIPTION FAN PERFORMANCE MOTOR ELECTRICAL REQUIREMENTS UNIT WT. (LBS)NOTESTYPE DRIVE FLOW (CFM)ESP (" WC)SPEED (RPM) NOISE (SONES)HP VOLTS Ø FLA EF-1 MAIN ROOF CHEM 129A GREENHECK / CUE VG UPBLAST DIRECT 400 0.25 0.1 120 1 (1)(2)(3)(4) EF-2 MAIN ROOF CHEM 129B GREENHECK / CUE VG UPBLAST DIRECT 400 0.25 0.1 120 1 (1)(2)(3)(4) EF-3 MAIN ROOF POOL EQUIPMENT 129 GREENHECK / CUE VG UPBLAST DIRECT 2500 0.3 0.75 120 1 (1) EF-4 PUMP HOUSE ROOF PUMP HOUSE BATHROOMS GREENHECK / CUE VG UPBLAST DIRECT 250 0.3 0.1 120 1 (1) EF-5 PUMP HOUSE ROOF POOL MECH & ELEC 207 GREENHECK / CUE VG UPBLAST DIRECT 2500 0.3 0.75 120 1 (1) EF-6 PUMP HOUSE ROOF CHEM 207A GREENHECK / CUE VG UPBLAST DIRECT 400 0.25 0.1 120 1 (1)(2)(3)(4) EF-7 PUMP HOUSE ROOF CHEM 207B GREENHECK / CUE VG UPBLAST DIRECT 400 0.25 0.1 120 1 (1)(2)(3)(4) (1) PROVIDE WITH EC MOTOR W/ MOUNTED POTENTIOMETER DIAL, NEMA-3R DISCONNECT SWITCH, AND MODEL VCD-23-PB CONTROL DAMPER WITH 120 V ACTUATOR (2) PROVIDE WITH CHEMICAL RESISTANT HI-PRO POLYESTER COATING ON ALL PARTS EXPOSED TO THE AIRSTREAM AND FAN HOUSING. (3) DUCTWORK TO BE ROUND PVC OR FRP. (4) FAN SHALL RUN 24/7. LOUVER SCHEDULE SIZE FREE AREA VELOCITY MAX. dP MIN. WATER FRAME TAG MFR MODEL ARRANGEMENT CFM WIDTH HEIGHT DEPTH SQ. FT (FPM)IN. H2O PENETRATION MATERIAL TYPE LOCATION NOTES LV-1 GREENHECK ESD-635 INTAKE 2,500 72 18 6 3.54 706 0.08 0.01 ALUM. WALL POOL EQUIPMENT 129 (1) (2) LV-2 GREENHECK ESD-635 INTAKE 400 18 18 6 0.80 500 0.04 0.01 ALUM. WALL CHEM 129A (1) (2) LV-3 GREENHECK ESD-635 INTAKE 400 18 18 6 0.80 500 0.04 0.01 ALUM. WALL CHEM 129B (1) (2) LV-4 GREENHECK ESD-635 INTAKE 16,000 60 72 6 18.39 870 0.12 0.01 ALUM. WALL MECHANICAL 129C (1) (2) LV-5 GREENHECK ESD-635 INTAKE 2,500 72 18 6 3.54 706 0.08 0.01 ALUM. WALL POOL MECH & ELEC 207 (1) (2) LV-6 GREENHECK ESD-635 INTAKE 400 42 12 6 0.82 488 0.04 0.01 ALUM. WALL CHEM 207A (1) (2) LV-7 GREENHECK ESD-635 INTAKE 400 42 12 6 0.82 488 0.04 0.01 ALUM. WALL CHEM 207B (1) (2) LV-8 GREENHECK ESD-635 INTAKE 5,000 36 54 6 7.85 637 0.06 0.01 ALUM. WALL LOW POOL RETURN (1) (2) LV-9 GREENHECK ESD-635 INTAKE 5,000 36 54 6 7.85 637 0.06 0.01 ALUM. WALL LOW POOL RETURN (1) (2) LV-10 GREENHECK ESD-635 INTAKE 5,000 36 54 6 7.85 637 0.06 0.01 ALUM. WALL LOW POOL RETURN (1) (2) LV-11 GREENHECK ESD-635 INTAKE 5,000 36 54 6 7.85 637 0.06 0.01 ALUM. WALL LOW POOL RETURN (1) (2) LV-12 GREENHECK ESD-635 INTAKE 10,000 60 54 6 13.17 759 0.10 0.01 ALUM. WALL HIGH POOL RETURN (1) (2) LV-13 GREENHECK ESD-635 INTAKE 10,000 60 54 6 13.17 759 0.10 0.01 ALUM. WALL HIGH POOL RETURN (1) (2) (1) LOUVER TO HAVE 1/2" BIRD SCREEN. (2) LOUVER SHALL HAVE FACTORY ANODIZED FINISH, COLOR TO BE SELECTED BY ARCHITECT. SPLIT-SYSTEM HVAC SCHEDULE INDOOR UNIT OUTDOOR UNIT SYSTEM HEATING CAP. NOTESTAG LOCATION MANUFACTURER / MODEL INDOOR FAN WT. (LBS)TAG LOCATION MANUFACTURER / MODEL COND FAN(S)UNIT ELECTRICAL REQUIREMENTS WT. (LBS)TOT MBh SEER2 CODE MIN SEER2 TOT MBh @ 47 F TOT MBh @ 17 F HSPF CODE MIN HSPFCFM OA ESP POWER RPM DRIVE # HP FLA V/PH MCA MOCP IDU-1 TELE 105 MITSUBISHI / PKA-A12LA1 - 0 - - - - - ODU-1 MAIN ROOF MITSUBISHI / PUY-A12NKA7 1 - - 208/1 11 28 - 12 - 13.4 - - - -(1) (2) (3) IDU-2 LIFEGUARD RM 200 MITSUBISHI / PKA-A18LA1 - 0 - - - - - ODU-2 PUMP HOUSE ROOF MITSUBISHI / PUZ-A18NKA7 1 - - 208/1 11 28 - 18 - 14.3 19 13.6 - 7.5 (1) (2) (3) (1) LOW AMBIENT KIT REQUIRED. (2) PROVIDE CONDENSATE PUMP AND PUMP TO NEAREST FLOOR SINK OR SINK TAIL PIECE. (3) INDOOR UNIT POWERED BY OUTDOOR UNIT. ELECTRIC UNIT HEATER SCHEDULE TAG LOCATION MANUFACTURER/ MODEL MOUNTING HEIGHT RPM HEATING (MBH) UNIT ELECTRICAL REQUIREMENTS UNIT WT. (LBS)NOTES VOLTS Ø KW UH-1 POOL EQUIPMENT 129 QMARK / MUH03-21 8'-0" MAX - 5 208 1 2.2 -(1) UH-2 POOL EQUIPMENT 129 QMARK / MUH03-21 8'-0" MAX - 5 208 1 2.2 -(1) UH-3 MECHANICAL 129C QMARK / MUH03-21 8'-0" MAX - 7 208 1 2.2 -(1) UH-4 CONCESSIONS 205 QMARK / MUH03-21 8'-0" MAX - 6 208 1 2.2 -(1) UH-5 STORAGE 206 QMARK / MUH03-21 8'-0" MAX - 5 208 1 2.2 -(1) UH-6 POOL MECH & ELEC 207 QMARK / MUH03-81 8'-0" MAX - 8 208 1 3 -(1) UH-7 POOL MECH & ELEC 207 QMARK / MUH03-81 8'-0" MAX - 8 208 1 3 -(1) (1) SET UNIT INTEGRAL THERMOSTAT TO 45°F FOR FREEZE PROTECTION. ELECTRIC WALL HEATER SCHEDULE TAG LOCATION MANUFACTURER/ MODEL WATTS VOLTS PH MBH NOTES EH-1 VEST V100 QMARK / CDF548 2,000 208 1 4.0 (1) (2) (3) EH-2 VEST 100S QMARK / CDF548 2,000 208 1 3.0 (1) (2) (3) EH-3 CHEM 129A QMARK / EFQ6008 6,000 208 1 20.5 (1) (2) (3) EH-4 CHEM 129B QMARK / EFQ6008 6,000 208 1 20.5 (1) (2) (3) EH-5 UCR 201 QMARK / CWH1101DSAF 500 120 1 1.1 (1) (2) (3) EH-6 UCR 202 QMARK / CWH1101DSAF 500 120 1 1.1 (1) (2) (3) EH-7 UCR 203 QMARK / CWH1101DSAF 500 120 1 1.1 (1) (2) (3) EH-8 CHEM 207B QMARK / EFQ6008 6,000 208 1 20.5 (1) (2) (3) EH-9 CHEM 207A QMARK / EFQ6008 6,000 208 1 20.5 (1) (2) (3) (1) SET UNIT INTEGRAL THERMOSTAT TO 45°F FOR FREEZE PROTECTION. (2) UNIT TO BE SUPPLIED AND INSTALLED IN ACCORDANCE WITH STATE AND LOCAL CODE. (3) PROVIDE WITH SURFACE MOUNT KIT. GRILLES, REGISTERS, DIFFUSERS SCHEDULE GRILLE NECK PANEL THROW DAMPER FRAME TAG TYPE MFR MODEL SIZE SIZE SIZE PATTERN TYPE MATERIAL STYLE FINISH NOTES 1S SUPPLY TITUS MCD 6x6 6" RND 24x24 (1)- STEEL T-BAR 26 (2) 2S SUPPLY TITUS MCD 8x8 8" RND 24x24 (1)- STEEL T-BAR 26 (2) 3S SUPPLY TITUS MCD 10x10 10" RND 24x24 (1)- STEEL T-BAR 26 (2) 4S SUPPLY TITUS MCD 12x12 12" RND 24x24 (1)- STEEL T-BAR 26 (2) 5S SUPPLY TITUS MCD 14x14 14" RND 24x24 (1)- STEEL T-BAR 26 (2) 6S SUPPLY TITUS MCD 6x6 6" RND -(1)- STEEL SURFACE 26 (3) 7S SUPPLY TITUS MCD-AA 14x14 14" RND -(1)- ALUM. SURFACE 26 (3) 8S SUPPLY TITUS US300FS-ASD 10x4 10x4 - - - ALUM. SURFACE 26 - 9S SUPPLY TITUS US300FS-ASD 12x6 12x6 - - - ALUM. SURFACE 26 - 10S SUPPLY TITUS US300FS-ASD 16x6 16x6 - - - ALUM. SURFACE 26 - 11S SUPPLY TITUS US300FS-ASD 20x6 20x6 - - - ALUM. SURFACE 26 - 12S SUPPLY TITUS TMRA-AA 6" RND 6" RND - - - ALUM. SURFACE 26 (2) 13S SUPPLY TITUS TMRA-AA 8" RND 8" RND - - - ALUM. SURFACE 26 (2) 14S SUPPLY TITUS TMRA-AA 10" RND 10" RND - - - ALUM. SURFACE 26 (2) 15S SUPPLY TITUS US300FS-ASD 12x12 12x12 - - - ALUM. SURFACE 26 - 1R RETURN TITUS 350RL 12x24 10x22 12x24 - - STEEL T-BAR 26 (2) 2R RETURN TITUS 350RL 24x24 22x22 24x24 - - STEEL T-BAR 26 (2) 3R RETURN TITUS US300FS 10x4 10x4 - - - ALUM. SURFACE 26 - 4R RETURN TITUS US300FS 24x12 24x12 - - - ALUM. SURFACE 26 - 1E EXHAUST TITUS 350RL 12x24 10x22 12x24 - - STEEL T-BAR 26 (2) 2E EXHAUST TITUS 350RL 8x8 8x8 - - - STEEL SURFACE 26 (2) 3E EXHAUST TITUS TMRA-AA 6" RND 6" RND - - - ALUM. SURFACE 26 (2) 4E EXHAUST TITUS TMRA-AA 8" RND 8" RND - - - ALUM. SURFACE 26 (2) 5E EXHAUST TITUS US300FS 12x6 12x6 - - - ALUM. SURFACE 26 - 6E EXHAUST TITUS US300FS 12x12 12x12 - - - ALUM. SURFACE 26 - 1T TRANSFER TITUS 350RL 10x6 10x6 - - - STEEL SURFACE 26 - (1) 4-WAY THROW PATTERN UNLESS NOTED OTHERWISE ON PLANS. PROVIDE WITH TITUS MODEL DB DIRECTIONAL BLOW CLIPS AT DIFFUSERS WITH 1-WAY OR 2-WAY THROW PATTERN. (2) PROVIDE REDUCER AT GRILLE IF REQUIRED; SEE PLANS FOR DUCT SIZES. (3) PROVIDE WITH TITUS MODEL TRM RAPID MOUNT FRAME. SEISMIC AND VIBRATION CONTROL ITEM/TAG ISOLATOR REQUIREMENTS CONNECTIONS POOL ROOFTOP UNITS B-4 SPRING CURB, INTERNALLY ISOLATED FANS FLEXIBLE DUCT CONNECTIONS ROOFTOP UNITS NEOPRENE BETWEEN UNIT AND CURB FLEXIBLE DUCT CONNECTIONS AIR-CONDITIONER/HEAT PUMP HP/CU-X SECURE OUTDOOR UNIT TO ROOF NR EXHAUST FANS NR FLEXIBLE DUCT CONNECTIONS WATER HEATER AND TANKS PROVIDE SEISMIC RESTRAINT STRAPS FLEXIBLE PIPE CONNECTIONS DOMESTIC HOT WATER RECIRC PUMP NR NR EXPANSION TANKS ANCHOR TO CONCRETE PAD NR PLUMBING PIPING SEISMICALLY RESTRAIN ALL PIPING > 3" IN SIZE* NR PIPING CROSSING SEISMIC JOINT ALLOW +/- 4" MOVEMENT; PROVIDE PIPE GUIDES AND ANCHORS NR NATURAL GAS PIPING SEISMICALLY RESTRAIN ALL PIPING WITH HANGERS LONGER THAN 12" FLEXIBLE PIPE CONNECTIONS DUCTWORK SEISMICALL RESTRAIN ALL DUCTWORK > 6 SF* NR SEISMIC RESTRAINT PROVISIONS SEISMIC RESTRAINT CALCULATIONS MUST BE PROVIDED BY THE PRODUCT MANUFACTURER FOR ALL CONNECTIONS OF EQUIPMENT TO THE STRUCTURE. ALL RESTRAINING DEVICES SHALL HAVE TESTING DATA TO VALIDATE MAXIMUM RESTRAINT RATINGS. CALCULATIONS (INCLUDING THE COMBINING OF TENSILE AND SHEAR LOADING) TO SUPPORT SEISMIC RESTRAINT DESIGNS MUST BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN WASHINGTON. THE ENGINEERING ANALYSIS MUST INDICATE CALCULATED DEAD LOADS, STATIC SEISMIC LOADS, AND CAPACITY OF MATERIALS UTILIZED FOR CONNECTIONS TO EQUIPMENT STRUCTURE. ANALYSIS MUST DETAIL ANCHORING METHODS, BOLT DIAMETER, EMBEDMENT, AND/OR WELDED LENGTH. SEISMIC DESIGN CRITERIA SEISMIC DESIGN CATEGORY = SITE CLASS = BUILDING SEISMIC IMPORTANCE FACTOR, I = DESIGN SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS (0.2 SECOND), Sds = DESIGN SPECTRAL RESPONSE ACCELERATION AT 1-SECOND PERIOD, Sd1 = NOTES COMPONENT RESPONSE MODIFICATION AND AMPLIFICATION FACTORS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7-10, TABLE 13.6-1. SEISMICALLY RESTRAIN ALL SUSPENDED EQUIPMENT OVER 20 POUNDS (I.E. DUCTED FAN COILS AND SOUND ATTENUATORS). NR = NOT REQUIRED * PIPING SUPPORTED BY HANGERS 12" OR LESS IN LENGTH IS EXEMPT WITH ROD HANGERS EQUIPPED WITH SWIVELS, EYE NUTS, OR OTHER DEVICES TO PREVENT BENDING IN THE ROD. ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:57:58 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP M7.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y MECHANICAL SCHEDULES GENERAL UNDERSLAB PLUMBING NOTES A. ALL PIPING SHALL BE SLEEVED AND SEALED THROUGH ANY STRUCTURE OR CONCRETE. B. WASTE AND VENT PIPING SHALL BE NO-HUB CAST IRON OR SCHEDULE 40 PVC DWV. C. SLOPE ALL BELOW GRADE SANITARY AND RAIN DRAIN PIPING AT 1/4" PER FOOT, MIN. UNO. D. TRAP PRIMER PIPING NOT SHOWN FOR CLARITY. SEE FLOOR PLANS FOR WATER AND DRAIN LOCATIONS, AND PLUMBING FIXTURE SCHEDULE FOR PRIMER REQUIREMENTS. E. CONTRACTOR TO BLOCK OUT/SLEEVE CONCRETE STEM WALLS WHERE REQUIRED TO ACCOMMODATE PIPING (OR CORE DRILL AFTER CONCRETE IS POURED). FIRE UP TO COG 4" W UP TO WCO 4" W UP TO WCO 2" W UP TO WCO 4" W UP TO WCO 2" V UP, TYP. 4" W 4" W 4" W 4" W 2" W 2" W 4" W 2" W 4" W FCOFCO 2" V UP, TYP. 4" W 2" W 1 1 A 1 2 4 5 63 B C E H J K L D F G FD FCO 2" V FCO 1 6" W 6" HUB DRAIN 3" CW 6" W 4" V 1 UP TO COG 1G RD RD 3" W 2" V UP 1RD RD FD FD FDFD FD FD FDFD FD FD 2" V UP, TYP. FDFD FD FD FD FD FD FD FD FDFDFD FD FDFDFD FD FD FD FD FD FD FCO FCO FCO FCO FCO 4" W 2" V 2" V FD 2" V2" V 2" V 2" V TDTD TD TD TD FCO 2" V 3" W 3" W 2" W 3" W SEE P2.04 FOR CONTINUATION SUMP PIT 2" W 2" W 2" W 2" W 2" V 2" V 2" V 2" W SP-1 2" PW 2 2 2" W2" W2" W2" W 2" W 2" W 2" W 2" W2" W 2" W 2" W FD UP TO 12" HUB DRAIN 6" W 4" V 2" V 2" V 6" RD ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:58:03 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP P2.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y OVERALL UNDERSLAB PLUMBING PLAN KEY NOTES 1 SEE CIVIL FOR CONTINUATION. 2 SLEEVE AND SEEL PIPING THROUGH MASONRY WALL. 1/8" = 1'-0"1 OVERALL UNDERSLAB PLUMBING PLAN GENERAL PLUMBING NOTES A. PLUMBING PLANS SHOW GENERAL ROUTING AND ARRANGEMENT OF PIPING. B. CONTRACTOR SHALL COORDINATE ROUTING AND SPACE REQUIREMENTS OF PIPING WITH STRUCTURAL MEMBERS AND ALL OTHER TRADES INCLUDING HVAC, FIRE PROTECTION, ELECTRICAL, AND COMMUNICATIONS/DATA. OFFSET PIPING AROUND DUCTWORK AND OTHER OBSTACLES WHERE REQUIRED. C. ALL PIPING SHALL BE SLEEVED AND SEALED THROUGH ANY STRUCTURE OR CONCRETE. D. DOMESTIC WATER PIPE SIZING SHOWN IS BASED ON TYPE ‘L’ COPPER WATER TUBING. WHEN PEX PIPING IS SUBSTITUTED (IF APPROVED FOR USE), THE CONTRACTOR SHALL UPSIZE PIPING ACCORDINGLY SO THE INSIDE DIAMETER OF THE PEX PIPING MATCHES THE INSIDE DIAMETER OF TYPE ‘L’ COPPER PIPING. E. COORDINATE PLUMBING VENT LOCATIONS WITH MECHANICAL. LOCATE PLUMBING VENTS 10'-0" MIN. FROM ANY BUILDING OPENING OR HVAC AIR INTAKE. F. WASTE AND VENT PIPING SHALL BE NO-HUB CAST IRON OR SCHEDULE 40 PVC DWV. EXPOSED WASTE AND VENT PIPING SHALL BE CAST IRON. G. ABOVE GRADE RAIN DRAIN AND OVERFLOW DRAIN PIPING SHALL BE SCHED. 40 PVC DWV. RAIN DRAIN RISERS SHALL BE CAST IRON. H. SLOPE ALL ABOVE GRADE RAIN DRAIN AND OVERFLOW DRAIN PIPING AT 1/4" PER FOOT, MIN. UNO. I. PROVIDE AND INSTALL CLEANOUTS AT THE BASE OF ALL ROOF DRAINS. J. CONDENSATE DRAIN PIPING SHALL BE TYPE 'L' OR 'M' COPPER. SLOPE ALL CONDENSATE DRAIN PIPING AT 1/8" PER FOOT, MIN. K. SEE ARCHITECTURAL FOR FIXTURE MOUNTING HEIGHTS. L. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZING OF BRANCH CLOSEST TO FIXTURE. TRAP ARMS MAY BE SIZED THE SAME AS FIXTURE OUTLET. UNDERGROUND PIPING SHALL BE NO LESS THAN 2". M. TRAP PRIMER PIPING NOT SHOWN FOR CLARITY. SEE FLOOR PLANS FOR WATER AND DRAIN LOCATIONS, AND PLUMBING FIXTURE SCHEDULE FOR PRIMER REQUIREMENTS. N. INSTALL WATER HAMMER ARRESTORS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND GUIDELINES. O. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES AND WATER HAMMER ARRESTORS. P. PROVIDE AND INSTALL CLEANOUTS AT ALL SINKS AND URINALS. Q. PROVIDE ISOLATION VALVES AT ACCESSIBLE LOCATIONS FOR ALL WATER PIPING BRANCHES, INCLUDING ALL HOSE BIBBS AND RESTROOMS R. LOCATE DOWNSPOUT NOZZLES AT 18" AFF. S. REFER TO ARCHITECTURAL FOR VTR FLASHING DETAILS. FLASHING TO BE COMPATIBLE WITH ROOFING SYSTEM. LIFEGUARD RM 112 STOR 110 PARTY / BOARD ROOM 102 MOTHER'S RM 104 TLT 106 TLT 108 LOBBY/LOUNGE 100 VEST V100 RECEP 101A MANAGER 101C ADMIN 101B STORAGE 103 PARTY ROOM 107 PARTY ROOM 109 ? ? VEST V101 STOR/CUST 130 CHANGING ROOMS 131 HALL C102 MAINSTREET C100 HALL C101 UCR 117 UCR 116 UCR 115 UCR 114 LOCKER AREA 132 LOCKER AREA 133 UCR 119 UCR 118 UCR 121 UCR 120 UCR 123 UCR 122 UCR 124 UCR 125 UCR 127 UCR 126 P2.03 1 P2.03 2 S-1 MECHANICAL 129C ELEC 129D CHEM 129A CHEM 129B P2.04 1 TELE 105 GRAB & GO CONCESSIONS 100A 1 WCO FCO 2" V UP TO VTR NATATORIUM 134 A 1 2 4 5 63 B C E H J K L D F G FCO WCO DS-X RD OR D FCO FCO FCOFCO FCO 2" V UP TO VTR WMB-1 2" V UP TO VTR 3/4" HWC S-1 HB-2HB-2 HB-2 HB-2 HB-1 3/4" CW 3/4" CW 3/4" CW 1" CW 3/4" CW 4" O R D 4" R D 3" R D 3" O R D ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:58:12 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP P2.02 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y OVERALL PLUMBING PLAN KEY NOTES 1 ROUTE PIPING TIGHT TO STRUCTURE. 1/8" = 1'-0"1 OVERALL PLUMBING PLAN MOTHER'S RM 104 TLT 106 TLT 108 STOR 110 LIFEGUARD RM 112 UCR 117 UCR 116 UCR 115 UCR 114 WC-1 L-1 S-1 S-1 S-1 L-1L-1L-1L-1 WC-1 WC-1 WC-1 WC-1 SH-2SH-2SH-2 SH-1 PARTY / BOARD ROOM 102 EWC-1 WCO WCO 1 2 VTR VTR 3 2 43 E D F 3 DW-1 ORD OR D RD RD OR D RD RD RD WC-1 L-1 FD-1 FD-1 CO 3/4" HWC HB-2 3/4" CW 4" RD 4" ORD 3" R D 3" O R D 6" RD 4 6" RD DN 4 5 WCO LOCKER AREA 132 LOCKER AREA 133 UCR 119 UCR 118 UCR 120 UCR 121 UCR 123 UCR 122 UCR 124 UCR 125 UCR 127 UCR 126 L-1 SH-1 WC-1 WC-1WC-1 WC-1 SH-1 L-1 L-1 L-1 L-1 L-1 SH-1 SH-1SH-1 SH-1 WC-1WC-1 WC-1 WC-1 L-1 L-1 SH-1SH-1 WC-1WC-1 L-1 L-1 SH-1SH-1 CHANGING ROOMS 131 STOR/CUST 130 MB-1 FCOFCO WCO 1 33 2 43 H J K L G FCO UP TO VTR FD-1 FD-1 FD-1FD-1 FD-1 FD-1 FD-1FD-1 FD-1 FD-1 L-1 RD OR D RD OR D RD ORD RD ORD OR D FD-1 FD-1 FD-1 2" V 2" V 3/4" HWC FD-1 FD-1 GENERAL PLUMBING NOTES A. PLUMBING PLANS SHOW GENERAL ROUTING AND ARRANGEMENT OF PIPING. B. CONTRACTOR SHALL COORDINATE ROUTING AND SPACE REQUIREMENTS OF PIPING WITH STRUCTURAL MEMBERS AND ALL OTHER TRADES INCLUDING HVAC, FIRE PROTECTION, ELECTRICAL, AND COMMUNICATIONS/DATA. OFFSET PIPING AROUND DUCTWORK AND OTHER OBSTACLES WHERE REQUIRED. C. ALL PIPING SHALL BE SLEEVED AND SEALED THROUGH ANY STRUCTURE OR CONCRETE. D. DOMESTIC WATER PIPE SIZING SHOWN IS BASED ON TYPE ‘L’ COPPER WATER TUBING. WHEN PEX PIPING IS SUBSTITUTED (IF APPROVED FOR USE), THE CONTRACTOR SHALL UPSIZE PIPING ACCORDINGLY SO THE INSIDE DIAMETER OF THE PEX PIPING MATCHES THE INSIDE DIAMETER OF TYPE ‘L’ COPPER PIPING. E. COORDINATE PLUMBING VENT LOCATIONS WITH MECHANICAL. LOCATE PLUMBING VENTS 10'-0" MIN. FROM ANY BUILDING OPENING OR HVAC AIR INTAKE. F. WASTE AND VENT PIPING SHALL BE NO-HUB CAST IRON OR SCHEDULE 40 PVC DWV. EXPOSED WASTE AND VENT PIPING SHALL BE CAST IRON. G. ABOVE GRADE RAIN DRAIN AND OVERFLOW DRAIN PIPING SHALL BE SCHED. 40 PVC DWV. RAIN DRAIN RISERS SHALL BE CAST IRON. H. SLOPE ALL ABOVE GRADE RAIN DRAIN AND OVERFLOW DRAIN PIPING AT 1/4" PER FOOT, MIN. UNO. I. PROVIDE AND INSTALL CLEANOUTS AT THE BASE OF ALL ROOF DRAINS. J. CONDENSATE DRAIN PIPING SHALL BE TYPE 'L' OR 'M' COPPER. SLOPE ALL CONDENSATE DRAIN PIPING AT 1/8" PER FOOT, MIN. K. SEE ARCHITECTURAL FOR FIXTURE MOUNTING HEIGHTS. L. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZING OF BRANCH CLOSEST TO FIXTURE. TRAP ARMS MAY BE SIZED THE SAME AS FIXTURE OUTLET. UNDERGROUND PIPING SHALL BE NO LESS THAN 2". M. TRAP PRIMER PIPING NOT SHOWN FOR CLARITY. SEE FLOOR PLANS FOR WATER AND DRAIN LOCATIONS, AND PLUMBING FIXTURE SCHEDULE FOR PRIMER REQUIREMENTS. N. INSTALL WATER HAMMER ARRESTORS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND GUIDELINES. O. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES AND WATER HAMMER ARRESTORS. P. PROVIDE AND INSTALL CLEANOUTS AT ALL SINKS AND URINALS. Q. PROVIDE ISOLATION VALVES AT ACCESSIBLE LOCATIONS FOR ALL WATER PIPING BRANCHES, INCLUDING ALL HOSE BIBBS AND RESTROOMS R. LOCATE DOWNSPOUT NOZZLES AT 18" AFF. S. REFER TO ARCHITECTURAL FOR VTR FLASHING DETAILS. FLASHING TO BE COMPATIBLE WITH ROOFING SYSTEM. ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:58:16 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP P2.03 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ENLARGED PLUMBING PLANS 1/4" = 1'-0"1 ENLARGED PLUMBING PLAN 1/4" = 1'-0"2 ENLARGED PLUMBING PLAN KEY NOTES 1 PIPING TO BE STACKED VERTICALLY AND ROUTED TIGHT TO WALL. 2 ROUTE PIPING TIGHT TO STRUCTURE. 3 PIPING SHOWN OFFSET FOR CLARITY, ROUTE PIPING WITHIN PLUMBING WALL. 4 COMBINE RD/ORD IN VERTICAL. 5 COMBINE RD PIPING FOR BOTH DRAINS IN VERTICAL. GENERAL PLUMBING NOTES A. PLUMBING PLANS SHOW GENERAL ROUTING AND ARRANGEMENT OF PIPING. B. CONTRACTOR SHALL COORDINATE ROUTING AND SPACE REQUIREMENTS OF PIPING WITH STRUCTURAL MEMBERS AND ALL OTHER TRADES INCLUDING HVAC, FIRE PROTECTION, ELECTRICAL, AND COMMUNICATIONS/DATA. OFFSET PIPING AROUND DUCTWORK AND OTHER OBSTACLES WHERE REQUIRED. C. ALL PIPING SHALL BE SLEEVED AND SEALED THROUGH ANY STRUCTURE OR CONCRETE. D. DOMESTIC WATER PIPE SIZING SHOWN IS BASED ON TYPE ‘L’ COPPER WATER TUBING. WHEN PEX PIPING IS SUBSTITUTED (IF APPROVED FOR USE), THE CONTRACTOR SHALL UPSIZE PIPING ACCORDINGLY SO THE INSIDE DIAMETER OF THE PEX PIPING MATCHES THE INSIDE DIAMETER OF TYPE ‘L’ COPPER PIPING. E. COORDINATE PLUMBING VENT LOCATIONS WITH MECHANICAL. LOCATE PLUMBING VENTS 10'-0" MIN. FROM ANY BUILDING OPENING OR HVAC AIR INTAKE. F. WASTE AND VENT PIPING SHALL BE NO-HUB CAST IRON OR SCHEDULE 40 PVC DWV. EXPOSED WASTE AND VENT PIPING SHALL BE CAST IRON. G. ABOVE GRADE RAIN DRAIN AND OVERFLOW DRAIN PIPING SHALL BE SCHED. 40 PVC DWV. RAIN DRAIN RISERS SHALL BE CAST IRON. H. SLOPE ALL ABOVE GRADE RAIN DRAIN AND OVERFLOW DRAIN PIPING AT 1/4" PER FOOT, MIN. UNO. I. PROVIDE AND INSTALL CLEANOUTS AT THE BASE OF ALL ROOF DRAINS. J. CONDENSATE DRAIN PIPING SHALL BE TYPE 'L' OR 'M' COPPER. SLOPE ALL CONDENSATE DRAIN PIPING AT 1/8" PER FOOT, MIN. K. SEE ARCHITECTURAL FOR FIXTURE MOUNTING HEIGHTS. L. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZING OF BRANCH CLOSEST TO FIXTURE. TRAP ARMS MAY BE SIZED THE SAME AS FIXTURE OUTLET. UNDERGROUND PIPING SHALL BE NO LESS THAN 2". M. TRAP PRIMER PIPING NOT SHOWN FOR CLARITY. SEE FLOOR PLANS FOR WATER AND DRAIN LOCATIONS, AND PLUMBING FIXTURE SCHEDULE FOR PRIMER REQUIREMENTS. N. INSTALL WATER HAMMER ARRESTORS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND GUIDELINES. O. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES AND WATER HAMMER ARRESTORS. P. PROVIDE AND INSTALL CLEANOUTS AT ALL SINKS AND URINALS. Q. PROVIDE ISOLATION VALVES AT ACCESSIBLE LOCATIONS FOR ALL WATER PIPING BRANCHES, INCLUDING ALL HOSE BIBBS AND RESTROOMS R. LOCATE DOWNSPOUT NOZZLES AT 18" AFF. S. REFER TO ARCHITECTURAL FOR VTR FLASHING DETAILS. FLASHING TO BE COMPATIBLE WITH ROOFING SYSTEM. POOL EQUIPMENT 129 CHEM 129A CHEM 129B EEWS-1 MECHANICAL 129C ELEC 129D TO FIRE RISER S-1 RPBP GAS METER BY UTILITY ST-1 ST-2 EWH-1 HPWH-1 2" V UP TO VTR 2" V UP TO VTR 5 6 H J K L G 1FD-1 FCO FCO 6" HUB DRAIN 4" V UP TO 4" VTR CO DS-X DS-X DS-X ORD RD ORD RD OR D RD ORD OR D RD SEE P2.01 FOR CONTINUATION SUMP PIT 2" W 4" V 2" V 2" V FD-1 FD-1 FD-1 (IN PUMP PIT) FD-1 (IN PUMP PIT) CO 2 2 2 2" V UP TO VTR HB-1 12" HUB DRAIN TO POOL EQUIPMENT ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:58:19 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP P2.04 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ENLARGED PLUMBING PLANS KEY NOTES 1 ROUTE PIPING EXPOSED DOWN WALL TO THERMOSTATIC MIXING VALVE, SET TO 75 DEG F, ROUTE TEMPERED WATER TO EEWS-1. 2 SEE 5/P5.02. 1/4" = 1'-0"1 ENLARGED PLUMBING PLAN GENERAL UNDERSLAB PLUMBING NOTES A. ALL PIPING SHALL BE SLEEVED AND SEALED THROUGH ANY STRUCTURE OR CONCRETE. B. WASTE AND VENT PIPING SHALL BE NO-HUB CAST IRON OR SCHEDULE 40 PVC DWV. C. SLOPE ALL BELOW GRADE SANITARY AND RAIN DRAIN PIPING AT 1/4" PER FOOT, MIN. UNO. D. TRAP PRIMER PIPING NOT SHOWN FOR CLARITY. SEE FLOOR PLANS FOR WATER AND DRAIN LOCATIONS, AND PLUMBING FIXTURE SCHEDULE FOR PRIMER REQUIREMENTS. E. CONTRACTOR TO BLOCK OUT/SLEEVE CONCRETE STEM WALLS WHERE REQUIRED TO ACCOMMODATE PIPING (OR CORE DRILL AFTER CONCRETE IS POURED). AA 2221 BB 2" C W 1 1 6" W 4" W UP TO COG 4" W UP TO WCO2" W 2" W 4" W 6" W FSFD FCO 6" HUB DRAIN 4" V 2" V 2" V2" W2" W 2" W 6" W FD 6" W FD 2" V UP 2" W 2" V 2" V 2" W FD FD FD 2" V 2" W 2" W 2" V 2" V AA 2221 BB POOL MECH & ELEC 206 CHEM 208 CHEM 207 STORAGE 205 CONCESSIONS 204 LIFEGUARD RM 200 UCR 201 UCR 202 UCR 203 L-1 L-1 L-1 WC-1 WC-1 WC-1 EWC-1 S-1 S-2 L-1 EEWS-1 WH-1 FS-1 FCO COG RPBP WCO VTR 6" HUB DRAIN EEWS-1 FD-1 FD-1 2 2 2" V 4" V UP TO VTR FD-1 FD-1 FD-1 2" V 2" V 4" V 2" V 4" V 4" V 2" V 3/4" CW 3/4" HW 3/4" HWC 3/4" HW FD-1 FD-1 HB-1 ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:58:23 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP P3.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y POOL BUILDING PLUMBING PLANS KEY NOTES 1 SEE CIVIL FOR CONTINUATION. 2 ROUTE PIPING EXPOSED DOWN WALL TO THERMOSTATIC MIXING VALVE, SET TO 75 DEG F, ROUTE TEMPERED WATER TO EEWS-1. 1/4" = 1'-0"1 POOL BUILDING UNDERSLAB PLUMBING PLANS 1/4" = 1'-0"2 POOL BUILDING PLUMBING PLAN 3" DOMESTIC WATER SUPPLY PRESSURE GAUGE FULL PORT BALL VALVE 3" STRAINER W/ BLOWDOWN, WATTS MODEL 77F-DI-125 P P 3" RPBP, WATTS MODEL LF709,OSY 3" DOMESTIC WATER TO FIXTURES 3" D ROUTE TO HUB DRAIN P 3" PRV WATTS MODEL LF223 AQUATICS CENTER 2" DOMESTIC WATER SUPPLY PRESSURE GAUGE FULL PORT BALL VALVE 2" STRAINER W/ BLOWDOWN, WATTS MODEL 77F-DI-125 P P 2" RPBP, WATTS MODEL LF709,OSY 2" DOMESTIC WATER TO FIXTURES 2" D ROUTE TO FLOOR SINK P 2" PRV WATTS MODEL LF223 PUMP HOUSE 140°F 1.5" CW HOT WATER TO BUILDING LOOP 3/ 4 " C W 1.5" CW 3/4" HWR 1. 5 " H W EXPANSION TANK ET-1 TO XXX 1.5" HW HE A T T R A P 24 " M I N . 3/4" HWR FROM BUILDING LOOP DHWP-1 THERMOWELL FOR PUMP AQUASTAT MANUAL BALANCING VALVE LEONARD MODEL TM-26-LF, INSTALL PER MNAUFACTURER'S INSTRUCTIONS 3/4" HWR 1. 5 " C W 120°F 1.5" HW 14 0 ° F 3/4" HWR NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. MAXIMUM PIPE/TUBING SUPPORT SPACING TUBING 5 FT NOM. SIZE PIPE 7 6 8 10 9 1110 12 1312 14 -16 1614 17 2219 TO 1000 LB. UNIFORM LOAD TRAPEZE HANGER FOR UP PROVIDE INSULATION SHIELD AND INSERT FOR ALL PIPING (8" MIN.) SIDE VIEW 1 5/8" 12 GAGE CHANNEL OR 2"X2"X1/4" ANGLE SPACING ON 36" MAX. HANGER RODS WITH 1/2" DIA. EACH CHANNEL BAND 8 10645322 1/21 1/211 1/4IN. FT. FT. THRU 3/4 7 7 7 98 1" M A X . ADJUSTABLE CLEVIS HANGER TYPE 43 - SEE SPECIFICATIONS PROVIDE HIGH COMPRESSIVE STRENGTH INSULATION (9 PCF MIN. DENSITY) UNDER INSULATION SHIELD TYPE 1 - SEE SPECIFICATIONS ADJUSTABLE CLEVIS HANGER HANGER ROD INSULATION SHIELD AT HANGER INSULATION (VAPOR BARRIER TYPE IS REQUIRED FOR LOW TEMPERATURE PIPE) 14"SQ.x4" DEEP CONCRETE PAD, TROWEL SMOOTH AND EDGE 1/8" BEND WASTE LINE MAY EXTEND AS WASTE OR VENT WALL PLUGGED TEE W/ CLEANOUT FINISHED FLOOR 1/8" BEND WASTE LINE FINISHED FLOOR BALANCE OF PIPING SAME AS CLEANOUT TO GRADE FINISHED GRADE WASTE LINE, LENGTH TO SUIT 1/8" BEND IF CLEANOUT OCCURS AT END OF LINE CHROME WALLCOVER & SCREW, USE TAMPER PROOF SCREWS INSIDE BUILDING 1/8" BEND IF CLEANOUT OCCURS AT END OF LINE CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/ TOP OF FLOOR 1/8" BEND BALANCE OF PIPING SAME AS WALL CLEANOUT DRAIN PIPE CAULK INSIDE CONNECTION GAS TIGHT PLUG SCORIATED SECURED CAST IRON COVER FLOOR FLOOR DRAIN 1/2" TRAP PRIMER LINE DISTRIBUTION UNIT TRAP PRIMER VALVE DOMESTIC WATER LINE 1/2" TRAP PRIMER SUPPLY CONCRETE SLAB ON GRADE FLOOR SLOPE, SEE ARCH. VAPOR BARRIER ROCK BASE FLOOR FINISH WHERE OCCURS FINISHED FLOOR FLOOR DRAIN WITH ADJUSTABLE HEIGHT STRAINER RADIUS ALL AROUND FOR DISHED RECESS FLOOR DRAIN SEALANT ALL AROUND 1'-0" SLOPE IN ADA ACCESSIBLE RESTROOMS NOT TO EXCEED 1 IN 50. WATERPROOF MEMBRANE, WHERE SPECIFIED (SEE ARCH.) CLAMP MEMBRANE TIGHTLY INTO DRAIN COLLAR 1 1 FLOOR SINK SEALANT ALL AROUND FINISHED FLOOR FLOOR FINISH WHERE OCCURS SECOND LAYER 4'-0" SQUARE VAPOR BARRIER TIGHTLY FITTED AROUND PENETRATION AND SEALED WITH TAPE COMPACTED FILL VAPOR BARRIER CONCRETE SLAB ON GRADE 6" DRIP LEG WITH CAP CONNECTION TO EQUIPMENT CERTIFIED GAS FLEX LINE GAS SUPPLY LINE G GAS SUPPLY LINE CONNECTION TO EQUIPMENT CERTIFIED GAS FLEX LINE 6" DRIP LEG WITH CAP LISTED GAS VALVE UNION PIPE REDUCER, IF REQUIRED UNION G LISTED GAS VALVE PIPING FROM ABOVE SUPPLY FROM ABOVE HORIZONTAL SUPPLY VERTICAL OFFSET FOR DRIP LEG END VIEW CLEVIS RING PIPE SIDE VIEW PIPE 4 1 4 3 1 4 3 4 NOTES HANGER RODS WITH STIFFENERS. ANGLE IRON OR MANUFACTURED STRUT CROSS MEMBER. RIGID BRACE (SHOWN) OR MULTIPLE CABLE BRACES. SEE STRUCTURAL FOR ANCHORAGE. 1 2 3 4 NOTE: CONDENSATE DRAIN MATERIALS SHALL BE TYPE 'L' OR 'M' COPPER DRAIN PAN HVAC UNIT OPEN VENT X/2+1" MIN. SIZE SAME AS OUTLET UNION ROUTE 4' FROM UNIT TOWARD ROOF DRAIN NVENT CADDY PYRAMID ST, OR APPROVED EQUAL X+1" MIN. HUBLESS CAST IRON UNDERDECK CLAMP RIGID INSULATION ROOF MEMBRANE EXTENSION INSULATED ROOF DRAIN LEADER SUMP RECEIVER ROOF DECK DOMED STRAINER NO-HUB COUPLING OVERFLOW STORM DRAIN 90° ELBOW LENGTH AS REQUIRED OVERFLOW NOZZLE WITH WALL FLANGE DS-1 18" MIN. WHEN LOCATED AT GRADE OUTSIDE FINISH SURFACE FLOOR PROVIDE BRONZE BIRD SCREEN. SLIP INTO DOWNSPOUT NOZZLE OPENING. FURRED WALL FOOTING STEM WALLSEAL PIPE PENETRATION FINISHED FLOOR GRADE CMU WALL ROOF DRAIN PIPE, SEE PLANS FOR SIZE SEE FLOOR PLANS FOR INVERT ELEVATION 2" FLOOR FLOOR SINK SLOPED DRAIN AS PER PLANS PIPE SUPPORT IF NEEDED 1" AIR GAP BETWEEN FLOOR SINK AND PIPE TERMINATION 1 1/4" TW SEE PLANS FOR CONTINUATION CONNECT PIPE TO EMERGENCY SHOWER SEE PLANS FOR CONTINUATION 1 1/2" V 2" W SEE PLANS FOR CONTINUATION FLOOR DRAIN STAINLESS STEEL PULL ROD P-TRAP SAME SIZE AS OUTLET EYEWASH EMERGENCY SHOWER HEAD FLOOR P-TRAP, WASTE AND VENT PIPE LOCATED WITHIN WALL CONNECT 1 1/4" PIPE TO EMERGENCY SHOWER TYPICAL LAVATORY CONDENSATE DRAIN DOWN IN WALL CHROME PLATE ESCUTCHEON COPPER DRAIN RUBBER HOSE AND STAINLESS STEEL HOSE CLAMP P-TRAP NOTE: ADJUST ROUGH- IN HEIGHT AS REQUIRED BRANCH TAIL PIECE (WALL HUNG LAV SHOWN. CONDENSATE DRAIN PIPING SIMILAR FOR COUNTER TOP.) 140°F 1.5" CW HOT WATER TO BUILDING LOOP 3/ 4 " C W 1.5" CW 3/4" HWR 1. 5 " H W EXPANSION TANK ET-1 TO WH-X SEE DETAIL 11/P5.01 1.5" HW HE A T T R A P 24 " M I N . 3/4" HWR FROM BUILDING LOOP DHWP-1 THERMOWELL FOR PUMP AQUASTAT MANUAL BALANCING VALVE LEONARD MODEL TM-26-LF, INSTALL PER MNAUFACTURER'S INSTRUCTIONS 3/4" HWR 1. 5 " C W 120°F 1.5" HW 14 0 ° F 3/4" HWR CONTROL PANEL 1" CW 1" HW 30-180°F NOTE: PROVIDE AND INSTALL HEAT TRAP ON COLD WATER INLET AND HOT WATER OUTLET IF WATER HEATER DOES NOT HAVE INTERNAL HEAT TRAPS. LOCATE WITHIN UPPER 1/3 AND LOWER 1/3 OF WATER HEATER SHEET METAL STRAP. 18 GA. x 2". FASTEN TO UNISTRUT FRAME T&P RELIEF VALVE, ROUTE OUTLET TO DRAIN DRAIN PIPING SHALL BE COPPER TYPE 'L' DRAIN VALVE 2" THICK R-10 RIGID INSULATION FLOOR 4" HOUSEKEEPING PAD ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:58:25 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP P5.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y PLUMBING DETAILS NTS1WATER SERVICE ENTRY NTS2DOMESTIC HOT WATER MIXING VALVE - AQUATICS NTS4TYPICAL PIPE HANGER NTS5CLEANOUT DETAILS NTS6TRAP PRIMER DETAIL NTS7FLOOR DRAIN SLAB ON GRADE NTS8FLOOR SINK - SLAB ON GRADE NTS9NATURAL GAS EQUIP. CONNECTION NTS10SEISMIC BRACING FOR GAS PIPING NTS12CONDENSATE TRAP - ROOFTOP UNITS NTS13DOMED ROOF DRAIN NTS14OVERFLOW NOZZLE NTS15ROOF DRAIN PIPE @ FOUNDATION NTS16DRAIN TERMINATION AT FLOOR SINKS NTS17EMERGENCY SHOWER/EYEWASH, TYP. NTS18CONDENSATE DRAIN CONNECTION NTS3DOMESTIC HOT WATER MIXING VALVE - POOL BUILDING NTS11ELECTRIC WATER HEATER FLOOR 6" W PIPING BY POOL CONTRACTOR 120" MAX 12" MIN P-TRAP 3" V 6" W 6" A I R G A P 3' - 0 " 12"ø MIN GA P 6" A I R S 120V SOLENOID VALVE BY POOL CONTRACTOR, INSTALLED BY PLUMBER 1-1/2" CW 1-1/2" CW 1-1/2" CW 1-1/2" CW 1-1/2" CW BY POOL CONTRACTOR SEE ARCHITECTURAL SHEETS FOR FLASHING AND ROOFING DETAILS AND MATERIALS ROOFING ROOF STRUCTURE VENT PIPE 6" MIN 12 " M I N 2" M I N SILICONE CAULK SEAL ELASTOMERIC INSULATION CUSION CONCRETE FLOOR OR WALL STEEL OR SCHED 40 PVC SLEEVE, 1 1/2" x DIA. OF PIPE 0' - 1 " M I N . ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:58:26 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP P5.02 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y PLUMBING DETAILS NTS1BACKWASH DRAIN NTS2SURGE TANK AUTOFILL NTS3VENT THRU ROOF NTS4PIPE PENETRATION THROUGH CONCRETE NTS5HEAT PUMP WATER HEATER PIPING DIAGRAM HEAT PUMP WATER HEATER SCHEDULE UNIT NUMBER LOCATION SERVICE REFRIGERANT TYPE COMPRESSOR TYPE COP AT 60°F AMBIENT MAX AIRFLOW CFM PERFORMANCE SPECIFICATIONS ELECTRICAL OPER. WEIGHT [LBS] NOISE (dB) BASIS OF DESIGN REMARKSHEATING CAPACITY @ 40 DEG F AMBIENT [MBH] RECOVERY RATE [GPH] EAT-WB [F] EWT [F] LWT [F]V/PH/HZ RLA MCA MOCP MANUFACTURER MODEL HPWH-1 MECH 129C DOMESTIC HW R-513A RECIPROCATING 3.20 16,000 171.0 205 40 50 140 460/3/60 57 63 113 2400 78 NYLE E360 1-8 NOTES: 1. HEAT PUMP HOT WATER HEATER. PART OF SINGLE PASS SYSTEM WITH STORAGE TANKS, ELEC BACKUP HEATER, MIXING VALVE STATION, EXPANSION TANK AND CIRC PUMP. REFER TO PIPING DIAGRAM. 2. EACH HEAT PUMP UNIT INCLUDES INTERNAL HOT WATER CIRC PUMP MODEL B&G FL-36B. 27 FT PUMP HEAD. 15 FT INTERNAL HPWH PRESSURE DROP. ELECTRICAL: 120V/1/60, 2.1 FLA, 1/6 HP, AND 15 MOCP. 3. AMBIENT OPERATING TEMPERATURE MIN 10F TO MAX 120F. MAX WORKING PRESSURE 150 PSIG. 4. FACTORY PROVIDED ROOF-MOUNTED PACKAGED SKID. 4-UNIT HEAT PUMP SKID WEIGHT 20,000 LBS. COORDINATE WITH STRUCTURAL ENGINEER. 5. PROVIDE SEISMIC RESTRAINT CALCULATIONS AND ANCHOR DETAILS AS A DEFERRED SUBMITTAL FOR ALL EQUIPMENT OVER 400 LBS. PROVIDE SPRING ISOLATORS. 6. PROVIDE INSULATION AND HEAT TRACE ON ALL OUTDOOR/EXTERNAL PIPING. HEAT TRACE TO BE THERMOSTATICALLY CONTROLLED WHEN AMBIENT AIR TEMP IS BELOW 35 DEG F. 7. PROVIDE EACH SYSTEM WITH NYLE HEAT PUMP MASTER CONTROL PANEL. NEMA RATING: TYPE 4. ELECTRICAL: 120V/1/60, 0.6 FLA, 1 MCA, AND 15 MOCP. 8. NSF 61 COMPLIANT. DOMESTIC HOT WATER STORAGE TANK SCHEDULE MARK SERVICE LOCATION BASIS OF DESIGN ORIENTATION CAPACITY (GAL)INSULATION WORKING PRESSURE (PSI) EMPTY WEIGHT (LBS) FULL WEIGHT (LBS) DIAMETER (INCH) HEIGHT (INCH)REMARKS MAKE MODEL ST-1 DOMESTIC HOT WATER MECH 129C NYLE NWHSSG504SNA VERTICAL 500 125 2100 6270 42 96 1-5 ST-2 DOMESTIC HOT WATER MECH 129C NYLE NWHSSG504SNA VERTICAL 500 125 2100 6270 42 96 1-5 NOTES: 1. GLASS-LINED, INSULATED STORAGE TANK. ASME SECTION IV CONSTRUCTION. 2. 5-YEAR LIMITED TANK WARRANTY. MOUNT TANK OVER STEEL PLATFORM OR R-10 INCOMPRESSIBLE INSULATED SURFACE. 3. USE QS 120 HOLD RITE STRUT SEISMIC STRAP TO SECURE TANK. INSTALL PER MANUFACTURER I/O MANUAL. 4. FIVE 3/4" AND FOUR 3" NPT CONNECTIONS. PT VALVE MOUNTED IN TOP 3/4" TAP. FULL-PORT DRAIN VALVE MOUNTED IN LOWER 3/4" TAP. STANDARD PRIMER ON EXTERIOR. 12X18 MANWAY. INCLUDE SEISMIC CLIPS. 5. NSF 61 COMPLIANT. DOMESTIC HOT WATER SWING TANK SCHEDULE MARK SERVICE LOCATION TYPE CAPACITY RECOVERY EWT LWT ELECTRICAL BASIS OF DESIGN REMARKS GAL GPH F F KW STAGES V PH FLA MAKE MODEL WEIGHT LBS EWH-1 HPWH SWING TANK MECH 129C ELECTRIC 120 221 50 140 49.5 3 208 3 150 NYLE NSW119A 1800 1-7 NOTES: 1. HEAVY DUTY ELECTRIC WATER HEATER SET AT 140 DEG F AND PROVIDING BACKUP ELECTRIC HEAT FOR HEAT PUMP WATER HEATER SYSTEM. 2. GLASS LINED TANK RATED FOR 150 PSIG WORKING PRESSURE. 3. COMPLIES WITH THE STANDBY LOSS REQUIREMENTS OF THE US DEPARTMENT OF ENERGY AND CURRENT EDITION OF ASHRAE/IES 90.1. 4. CONNECT 2" PIPING TO INLET AND OUTLET PORTS FOR FULL FLOW. 5. ENABLE WHEN OUTSIDE AIR TEMPERATURE IS BELOW 40F. DISABLE WHEN OUTSIDE AIR IS 40F OR GREATER. 6. USE HOLD RITE STRUT SEISMIC STRAP TO SECURE WATER HEATER. INSTALL PER MANUFACTURER I/O MANUAL. 7. NSF 61 COMPLIANT. PLUMBING PUMP SCHEDULE MODEL IMP. HEAD MOTOR MOTOR UNIT ELECTRICAL REQUIREMENTS TAG SERVICE MFR NUMBER TYPE SIZE GPM FT H20 RPM SPEED VOLTS PHASE AMPS WATTS HP NOTES DHWP-1 HPWH-1 BELL & GOSSETT NFB-45 IN-LINE - 5 23 3300 CONSTANT 115 1 2.30 270 -(1) (2) (4) DHWP-2 WH-1 BELL & GOSSETT NFB-45 IN-LINE - 2 15 3300 CONSTANT 115 1 2.30 270 -(1) (2) (4) SP-1 PUMP PIT WEIL 1413 SUMP - 100 25 1750 CONSTANT 208 1 - - 1.5 (5) (6) (7) SP-2 PUMP PIT WEIL 1413 SUMP - 100 25 1750 CONSTANT 208 1 - - 1.5 (5) (6) (7) (1) PROVIDE WITH BELL & GOSSETT CHECK-TROL CTF SERIES FLANGES. (2) PROVIDE AQUASTAT TO TURN PUMP ON AT 105°F AND OFF AT 115°F (ADJ.), AND TIMER TO TURN ON/OFF PUMP DURING OCCUPIED AND UNOCCUPIED TIMES. (3) NOT USED. (4) 3 SPEED CIRCULATOR. (5) PUMP SHALL HAVE A BRONZE IMPELLER, EPOXY PAINT, VITON SEAL ELASTOMER & O-RINGS, THERMOPLASTIC POWER CABLES. (6) PROVIDE WITH MODEL 8136-T-040 ALTERNATING PUMP CONTROL PANEL IN A TYPE 1 ENCLOSURE WITH 4 FLOAT SWITCHES, MODEL 8233K1006AS FLOAT SWITHCES, MODEL 2616 ANGLE CHECK VALVES AND ISOLATION VALVE, MODEL 314.399.000 FLOAT SWITCH BRACKET, AND A SS CABLE/CHAIN FOR PUMP REMOVAL. (7) DISCONNECT SWITCH BY E.C. ELECTRIC WATER HEATER SCHEDULE ELEMENTS ELECTRICAL TANK RECOVERY WEIGHT TAG MFR MODEL TYPE (W) VOLTS PHASE FLA KW CAP. (GAL)GPH @ 90 F RISE (LBS)NOTES WH-1 A.O. SMITH DSE-120A ELECTRIC (1) 18000 480 3 65 18 120 246 1500 (1) (2) (3) (1) PROVIDE AND INSTALL TEMPERATURE & PRESSURE RELIEF VALVE; ROUTE TO FLOOR DRAIN. (2) SET HEATER TO 140 F. (3) MEETS THE THERMAL EFFICIENCY AND STANDBY LOSS REQUIREMENTS OF THE U.S. DEPARTMENT OF ENERGY AND CURRENT EDITION OF ASHRAE 90.1. EXPANSION TANK SCHEDULE TAG LOCATION SERVICE TYPE VOLUME (GAL.) ACCEPTANCE (GAL) SIZE Hxø (IN.) WEIGHT EMPTY (LBS.) BASIS OF DESIGN REMARKS MFR MODEL ET-1 MECH 129C HEAT PUMP WATER HEATER SYSTEM DIAPHRAM 53 30.0 43 X 24 210 WESSELS TXA-200 1-2 NOTES: 1. PRE-CHARGE 2 PSI BELOW NORMAL OPERATING BUILDING WATER PRESSURE. 2. NSF 61 COMPLIANT. PLUMBING FIXTURE SCHEDULE CATALOG NUMBER BRANCH CONNECTIONS TAG TYPE MFR FIXTURE TRIM SUPPLIES TRAP WASTE VENT CW HW NOTES WC-1 WATER CLOSET, FLOOR MOUNT, VITREOUS CHINA, AUTOMATIC FLUSHOMETER, ADA KOHLER K-96057 SLOAN ECOS 8111-1.28 OPEN FRONT SEAT, LESS COVER - 4" 2" 1" -(1) (2) (3) L-1 LAV, WALL MOUNT, VITREOUS CHINA, AUTOMATIC FAUCET, 3 HOLE, 4" CENTER, ADA KOHLER K-1997-4 MOEN CA8301 GRID DRAIN P-TRAP 2" 1-1/2" 1/2" 1/2"(4) (6) S-1 SINK, UNDERMOUNT, STAINLESS STEEL, SINGLE BOWL, 23"x17", SINGLE-HANDLE FAUCET WITH PULLDOWN, 1 HOLE KOHLER K-3332 MOEN 7622 BASKET STRAINER P-TRAP 2" 1-1/2" 1/2" 1/2" S-2 SINK, FLOOR MOUNT, STAINLESS STEEL, THREE COMPARTMENT SINK - - - BASKET STRAINER P-TRAP 2" 1-1/2" 1/2" 1/2" MB-1 MOP BASIN, FLOOR MOUNT, TERRAZZO, 36"x36" NEO-CORNER, DOUBLE-HANDLE FAUCET ACORN TRH-242410 CHICAGO FAUCET 897-CRCF - P-TRAP 3" 2" 1/2" 1/2"(8) DF-1 DRINKING FOUNTAIN W/ WATER BOTTLE FILLER, WALL MOUNT, STAINLESS STEEL, BI-LEVEL, ADA ELKAY VRCTL8WSK - - P-TRAP 2" 1-1/2" 1/2" -(4) (9) (10) BF-1 BOTTLE FILLER ELKAY LZWSSM - - P-TRAP 2" 1-1/2" 1/2" -(4) (9) FD-1 FLOOR DRAIN SMITH 2005Y02-A05NB TRAP PRIMER - P-TRAP 2" 2" 1/2" -(11) FS-1 FLOOR SINK CECO 906-1-2 TRAP PRIMER - P-TRAP 2" 2" 1/2"-(11) (12) TD-1 TRENCH DRAIN, POOL DECK DURA TRENCH 3" ADA & HEEL PROOF PLASTIC GRATE - - 2" - - - TD-2 TRENCH DRAIN DURA TRENCH 3" ADA & HEEL PROOF PLASTIC GRATE - P-TRAP 2" 1-1/2" - - TD-3 TRENCH DRAIN, SHOWER SCHLUTER - P-TRAP 2" 1-1/2" - - SH-1 SHOWER, WALL MOUNT MANUAL CONTROL MOEN T9375EP15 -GRID DRAIN P-TRAP 2" 1-1/2" 1/2" 1/2"(13) SH-2 SHOWER, WALL MOUNT MANUAL CONTROL, HAND-HELD SHOWER HEAD WITH ADJUSTABLE MOUNT SYSTEM, ADA MOEN T9346GBM15 - GRID DRAIN P-TRAP 2" 1-1/2" 1/2" 1/2"(14) SH-3 SHOWER AT POOL DECK, WALL MOUNT MANUAL CONTROL MOEN T9375EP15 - GRID DRAIN P-TRAP 2" 1-1/2" 1/2" 1/2"(13) WB-1 WATER BOX GUY GRAY FRMIB12WHA - - - - - 1/2" -(15) HB-1 HOSE BIBB, EXTERIOR WOODFORD 65 TEE KEY - - - - 3/4" -(20) HB-2 HOSE BIBB, POOL DECK WOODFORD MB24-1/2-K SS DOOR AND FASCIA, METAL WHEEL HANDLE - - - - 1/2" - - HB-3 HOSE BIBB, POOL MECH ROOM WOODFORD 21 - - - - - 1/2" - - RD-1 ROOF DRAIN SMITH 1015Y03-R-C-CID UNDERDECK CLAMP, SUMP RECEIVER CAST IRON DOME - 3" - - - - ORD-1 OVERFLOW DRAIN SMITH 1045Y03-R-C-CID UNDERDECK CLAMP, SUMP RECEIVER CAST IRON DOME - 3" - - -(16) DS-1 DOWNSPOUT NOZZLE SMITH 1770-BS BIRD SCREEN - - - - - -(17) EEWS-1 EMERGENCY EYE WASH STATION, EYE WASH AND SHOWER, FLOOR MOUNTED GUARDIAN G1950P G6040 TMV - - - - 1 1/2" 1" - (1) PROVIDE & INSTALL WATER HAMMER ARRESTOR ON CW LINE SERVING FIXTURE, SEE PLAN FOR SIZE. (2) PROVIDE ONE FIXTURE PER RESTROOM WITH SLOAN MODEL VBF-72-A VACUUM BREAKER TRAP PRIMER; CONNECT TO RESTROOM FLOOR DRAIN. (3) FLUSHOMETER VALVES TO BE 1.28 GPF, BATTERY POWERED WITH AN OVERRIDE BUTTON. (4) PROVIDE AND INSTALL SUPPORT CARRIER; SEE ARCHITECTURAL FOR MOUNTING HEIGHT. (6) OFFSET EXPOSED TRAPS FOR ADA COMPLIANCE. INSULATE ALL EXPOSED PIPING (CW, HW, & SAN) BELOW SINK WITH TRUEBRO MODEL 102 & 105 HANDI LAV-GUARD KIT. (8) PROVIDE AND INSTALL HOSE AND WALL HOOK MODEL KH36, AND STAINLESS STEEL MOP HANGER MODEL KMH. (9) UNIT REQUIRES A 110V GFCI PROTECTED ELECTRICAL RECEPTACLE. (10) BI-LEVEL DRINKING FOUNTAIN WITH 1.5 GPM BOTTLE FILLER. UNIT HAS PLUG CORD, 1.0 AMP. INSTALL BOTTLE FILLER ON UPPER COOLER. (11) USE PROVIDE PRECISION PLUMBING PRODUCTS, INC. MODEL P1/P2 TRAP PRIMER FOR DRAINS NOT SERVED BY TP-1. ROUTE 1/2" PIPING TO DRAIN. (12) 12" SQUARE, 6" DEEP, COATED CAST IRON, ALUMINUM DOME BOTTOM STRAINER, WITH TRAP PRIMER CONNECTION. PROVIDE WITH 1/2 GRATE. (13) BUILT-UP TILE SHOWER, SEE ARCH. PROVIDE FLOOR DRAIN, MIXING VALVE, AND SHOWERHEAD. (14) BUILT-UP TILE SHOWER, SEE ARCH. PROVIDE FLOOR DRAIN, MIXING VALVE, AND HAND-HELD SHOWERHEAD WITH 24" GRAB BAR SLIDE BAR. (15) FIRE-RATED, METAL, ICEMAKER OUTLET BOX WITH QUARTER TURN VALVE AND HAMMER ARRESTER. (16) SEE PLAN FOR SIZE; NOZZLE SHALL MATCH OVERFLOW RAIN LEADER SIZE. (17) SEE PLAN FOR SIZE; NOZZLE SHALL MATCH OVERFLOW RAIN LEADER SIZE. (20) KEY OPERATED QUARTER TURN, FREEZELESS, WITH VACUUM BREAKER. VERIFY WALL THICKNESS WITH ARCHITECTURAL. ww w . c o f f m a n . c o m 22 1 N . W a l l S t r e e t , S u i t e 5 0 0 Sp o k a n e , W A 9 9 2 0 1 ph 5 0 9 . 3 2 8 . 2 9 9 4 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKED DRAWN DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com CE I P R O J E C T # 2 4 0 8 0 7 11/7/2024 3:58:27 PM Autodesk Docs://111-22044 Pasco Aquatic Center /240807_Pasco Aquatics_MECH_R24.rvt 11.8.2024 DJP P7.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SDK DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y PLUMBING SCHEDULES AA 1 1 2 2 4 4 5 5 6 6 21 21 22 22 3 3 BB CC EE HH JJ KK LL AAAA BBBB DD FF GG POOL A - INDOOR LEISURE POOL SEE PL110 POOL A - SLIDES SEE PL115 POOL B - IN/OUT WHIRLPOOL SEE PL120 POOL C - OUTDOOR ACTIVITY POOL SEE PL130 FUTURE COMPETITION POOL SYSTEM D - OUTDOOR SLIDES SEE PL140 FUTURE SURF RIDE MECHANICAL SEE PL400 MECHANICAL SEE PL400 N GENERAL NOTES: 1. LOCATE LIFEGUARD CHAIRS AS REQUIRED PER STATE AND LOCAL CODES AND PER OWNER'S SAFETY CONSULTANT. 2. SCHEDULE QUANTITIES ARE SHOWN FOR VALUE ENGINEERING PURPOSES. IT IS THE INSTALLING CONTRACTORS RESPONSIBILITY TO VERIFY QUANTITIES REQUIRED. 3. CONTRACTOR SHALL CONTACT ENGINEER FOR ELECTRONIC DRAWING FILES PRIOR TO COMMENCING POOL STAKING WORK. 4. ENGINEER WILL PROVIDE ELECTRONIC PLAN VIEW OF ALL POOLS IN AUTOCAD DRAWING FORMAT FOR CONTRACTOR'S USE TO LOCATE STRUCTURES AND RELATED POOL DECK EQUIPMENT. 5. REFER TO PL100 SERIES DRAWINGS FOR ALL POOL PLAN INFORMATION, RELATED EQUIPMENT, AND DETAILS. 6. REFER TO PL200 SERIES DRAWINGS FOR ALL POOL STRUCTURAL PLANS, RELATED INFORMATION, AND DETAILS. 7. REFER TO PL300 SERIES DRAWINGS FOR ALL POOL AND DRAIN PIPING AND RELATED INFORMATION AND DETAILS. 8. REFER TO PL400 SERIES DRAWINGS FOR ALL MECHANICAL EQUIPMENT INFORMATION AND RELATED DETAILS. 9. REFER TO PL500 SERIES DRAWINGS FOR ELECTRICAL SCHEMATICS AND P&IDs. BATHER CAPACITY POOLS A, AND C - BATHER CAPACITY IS CALCULATED IN ACCORDANCE WITH TABLE 041.2 SWIMMING POOL AND BATHER LOAD OF THE WAC CODE AS FOLLOWS: POOL B - BATHER CAPACITY IS CALCULATED IN ACCORDANCE WITH SECTION 246-260-51 SPA POOL DESIGN, CONSTRUCTION AND EQUIPMENT; (3) SPA CAPACITY: 1. POOL A: a. 4785 (SF) SHALLOW WATER / 25 (SF/BATHER) =191 BATHERS. 2. POOL B: a. 326 (SF) SHALLOW WATER / 10 (SF/BATHER) =32 BATHERS. 3. POOL C: a. 4352 (SF) SHALLOW WATER / 15 (SF/BATHER) =337 BATHERS. b. 706 (SF) DEEP WATER ) / 30 ( SF/BATHER) =23 BATHERS. 4. TOTAL 583 BATHERS CODES, STANDARDS AND REGULATIONS: CONTRACTOR SHALL BE FAMILIAR WITH ALL CODES AND STANDARDS LISTED BELOW AND ALERT THE ARCHITECT/ENGINEER TO CONFLICTS IN THE DRAWINGS CODE JURISDICTION PASCO, WA; FRANKLIN COUNTY HEALTH & SAFETY CODE: CHAPTER 246-260 WAC, WATER RECREATION FACILITIES, LAST UPDATE: 3/22/22; CERTIFIED ON 2/20/2023 CHAPTER 246-262 WAC, RECREATIONAL WATER CONTACT FACILITIES: 3/22/22 MODEL CODES: 2023 MODEL AQUATIC HEALTH CODE (GUIDANCE) 2018 INTERNATIONAL SWIMMING POOL AND SPA CODE (GUIDANCE) ACCESSIBILITY STANDARDS AND REGULATIONS: UNITED STATES: 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN COMPETITIVE SWIMMING GOVERNING BODIES: SWIMMING: USA SWIMMING Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:02:28 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL100 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y OVERALL AQUATIC PLAN SCHEDULE - SHEET LIST SHEET NO. SHEET NAME PL100 OVERALL AQUATIC PLAN PL101 ADA AND DECK CLEARANCE PL102 GENERAL DETAILS AND SCHEDULES PL110 POOL A - INDOOR LEISURE POOL PLAN PL111 POOL A - INDOOR LEISURE POOL DIMENSION PLAN PL112 POOL A - INDOOR LEISURE POOL SECTIONS PL113 POOL A - INDOOR LEISURE POOL SECTIONS PL114 POOL A - INDOOR LEISURE POOL SAFETY PLAN AND SECTIONS PL115 POOL A - INDOOR LEISURE POOL DETAILS PL116 POOL A - INDOOR LEISURE POOL DETAILS PL117 POOL A - SLIDE PLAN AND SECTIONS PL118 POOL A - SLIDE DETAILS PL120 POOL B - IN/OUT WHIRLPOOL PLAN PL121 POOL B - IN/OUT WHIRLPOOL SECTIONS PL122 POOL B - IN/OUT WHIRLPOOL DETAILS PL130 POOL C - OUTDOOR ACTIVITY POOL PLAN PL131 POOL C - OUTDOOR ACTIVITY POOL DIMENSION PLAN PL132 POOL C - OUTDOOR ACTIVITY POOL SECTIONS PL133 POOL C - OUTDOOR ACTIVITY POOL SECTIONS PL134 POOL C - OUTDOOR ACTIVITY POOL ENLARGED SAFETY ENVELOPE PL135 POOL C - OUTDOOR ACTIVITY POOL ENLARGED SAFETY ENVELOPE SECTIONS PL136 POOL C - OUTDOOR ACTIVITY POOL DETAILS PL137 POOL C - OUTDOOR ACTIVITY POOL DETAILS PL138 POOL C - OUTDOOR ACTIVITY POOL SLIDE PL139 POOL C - OUTDOOR ACTIVITY POOL SLIDE PL200 STRUCTURAL NOTES, PLAN(S) AND SCHEDULE PL201 STRUCTURAL PLAN(S) AND SCHEDULE PL202 STRUCTURAL PLAN(S) AND SCHEDULE PL300 INDOOR OVERALL PIPE TRENCH PLAN PL300A OUTDOOR OVERALL PIPE TRENCH PLAN PL301 MECHANICAL NOTES PL400 MECHANICAL EQUIPMENT PLAN PL401 MECHANICAL EQUIPMENT SCHEDULES PL510 POOL A - MECHANICAL SCHEMATIC PL511 POOL A - ELECTRICAL SCHEMATIC PL520 POOL B - MECHANICAL SCHEMATIC PL521 POOL B - ELECTRICAL SCHEMATIC PL530 POOL C - MECHANICAL SCHEMATIC PL531 POOL C - ELECTRICAL SCHEMATIC PLAN VIEW 1/16" = 1'-0" PL100 1 OVERALL AQUATIC LAYOUT 1 1 2 2 EE HH JJ KK LL DD FF GG N ADA-P-PL ADA-S-PS ADA-P-TW ADA-S-SE ADA-P-PL [1 5 2 5 ] 5' - 0 " REQUIRED DECK CLEARANCE PER WATER RECREATIONAL FACILITIES CHAPTER 246-260; SECTION 041 SWIMMING POOL DESIGN, CONSTRUCTION, AND EQUIPMENT; (A) FOR POOLS LESS THAN FIFTEEN HUNDRED SQUARE FEET, WALKING DECK SURFACES MUST BE AT LEAST FOUR FEET WIDE AROUND THE ENTIRE PERIMETER OF POOLS; (B) FOR POOLS FIFTEEN HUNDRED SQUARE FEET OR LARGER, WALKING DECK SURFACE MUST BE AT LEAST SIX FEET WIDE: (i) AROUND THE ENTIRE PERIMETER OF OUTDOOR POOLS. Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:02:46 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL101 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y ADA AND DECK CLEARANCE PLAN VIEW 1/8" = 1'-0" PL101 1 ADA AND DECK CLEARANCE SWL POOL EQUIPMENT TAG POOL IDENTIFIER EQUIPMENT IDENTIFIER A01PIPE TAG LINE TYPE IDENTIFIER SYSTEM IDENTIFIER PIPE IDENTIFIER POOL IDENTIFIER P1-20A DIMENSION TAG POINT LOCATION POINT IDENTIFIER 100MECHANICAL EQUIPMENT TAG EQUIPMENT IDENTIFIER SYSTEM IDENTIFIER POOL IDENTIFIER P1A ELEVATION REFERENCE LOCATION 100.00 ELEVATION TAGF01WATER FEATURE TAG FEATURE DESIGNATOR EQUIPMENT IDENTIFIER AH1 POOL STRUCTURAL TAG POOL IDENTIFIER WALL TYPE IDENTIFIER A-PF1 POOL FIXTURE TAG POOL IDENTIFIER POOL FIXTURE DESIGNATOR EQUIPMENT IDENTIFIER REVISION TAG REVISION NUMBER 1 TAG LEGEND ABBREVIATIONS AHJ -AUTHORITY HAVING JURISDICTION BO -BOTTOM OF CJ -CONTROL JOINT DIA -DIAMETER EJ -EXPANSION JOINT EW -EACH WAY FFE -FINISH FLOOR ELEVATION ID -INSIDE DIAMETER MAX -MAXIMUM MIN -MINIMUM NC -NORMALLY CLOSED NO -NORMALLY OPEN NPS -NOMINAL PIPE SIZE OC -ON CENTER OD -OUTSIDE DIAMETER OWE -OPERATING WATER ELEVATION P&ID - PIPING & INSTRUMENTATION DIAGRAM PL - POOL LIFT PS - POOL STAIRS SCH - SCHEDULE SE - SLOPED ENTRY SS - STAINLESS STEEL SWL - STATIC WATER LEVEL TO - TOP OF TS - TRANSFER SYSTEM TUBC - TRUE UNION CHECK VALVE TUBV - TRUE UNION BALL VALVE TW - TRANSFER WALL TYP - TYPICAL WD - WATER DEPTH POOL FINISH TAG FINISH TYPE ID POOL IDENTIFIER FINISH COLOR ID FINISH DESCRIPTION QA C01A WATERLINE TILE DIMENSIONAL UNITS IMPERIAL UNITS METRIC UNITS (mm) [25] 3/4" ADA-P-SE P = PRIMARY S = SECONDARY MEANS OF ACCESS POOL ACCESSIBILITY TAG ELEVATION -5'-0" WD POOL FLOOR ELEVATION RELATIVE TO (SWL) A01CUSTOM RAILGOODS TAG POOL IDENTIFIER RAILGOODS IDENTIFIER EQUIPMENT IDENTIFIER KEY AC - AIR COMPRESSOR AF - AUTOFILL AOP - ADVANCED OXIDATION PROCESS AP - pH CONTROL PUMP AS - pH CONTROL STORAGE BP - BOOSTER PUMP C - CHEMICAL CONTROLLER CP - CHLORINE FEED PUMP CS - CHLORINE STORAGE EV - ELECTRONIC MAIN DRAIN VALVE F - FILTER FM - FLOW METER FP - FLOW METER POWER SUPPLY H - HEATER HX - HEAT EXCHANGER P - PUMP PV - PNEUMATIC MAIN DRAIN VALVE S - STRAINER SC - CONTAINMENT PALLETE SV - SURGE TANK FAN UV - ULTRA-VIOLET DISINFECTION V - VARIABLE FREQUENCY DRIVE WC - WATER CHILLER THICKENED SLAB; SEE NOTE 2 & 3 WEDGE ANCHOR BODY; BOND AS REQUIRED [1 0 0 ] 4" POOL/DECK FINISH; SEE FINISH SCH PLAN SECTION NOTES: 1. INSTALL ANCHORS IN LINE WITH RAIL. 2. CONCRETE CLEAR COVER AT ANCHOR SHALL BE 3” MINIMUM.THICKEN SLAB IF NECESSARY TO ACHIEVE MIN COVER. 3. WHEN SECOND LAYER OF CONCRETE IS LOCATED DIRECTLY BELOW SLAB IN WHICH ANCHOR IS PLACED (I.E. STAIRS), CLEAR COVER OF CONCRETE AT ANCHOR IN UPPER SLAB SHALL BE 2” MIN. ESCUTCHEON PLATE NOTES: 1. CONTRACTOR TO PURCHASE AND INSTALL RAIL GOODS IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS OF PARTIES HAVING JURISDICTION. 2. CONTRACTOR TO VERIFY HANDRAIL DIMENSIONS PRIOR TO FABRICATION. 1 1/2" MIN. [100] 4" MIN. PROVIDE 1 1/2" CLEARANCE BETWEEN HAND RAIL EDGE AND ADJACENT SURFACE PROVIDE SUFFICIENT CLEARANCE TO ALLOW ANCHOR ESCUTCHEON TO BE INSTALLED WITHOUT ENCROACHING UPON ADJACENT SURFACE WEDGE ANCHOR NOSING TYPE C NOTES: 1. NOSING TYPE C: 2" MIN. CONTRASTING TILE BAND REQUIRED ON TREAD NOSING AND TOP OF RISER UNLESS OTHERWISE NOTED. 2" x 2" BULLNOSE TILE 2" x 2" CONTRASTING TILE FINISH NOTES: 1. FINISHES PER SCHEDULE UNLESS OTHERWISE INDICATED. 2. VERTICAL SURFACE (WET) AND HORIZONTAL SURFACE (WET) SHALL BE AT LEAST 6.5 ON THE MUNSELL COLOR VALUE SCALE. 3. ALL HORIZONTAL SURFACES MUST BE SLIP RESISTANT AND COMPLY WITH THE ANSI A137.1 STANDARD USING THE DCOF ACUTEST METHODOLOGY: 3A. ON WET LEVEL SURFACES, PROVIDE DYNAMIC COEFFICIENT OF FRICTION OF =/> 0.42. 3B. ON WET SLOPED SURFACES, PROVIDE DYNAMIC COEFFICIENT OF FRICTION OF =/> 0.65. 4. DESIGN WATERLINE SHALL HAVE A MAXIMUM CONSTRUCTION TOLERANCE WHEN FINISHED OF +/- 1/4" FOR POOLS AND SPAS WITH ADJUSTABLE SURFACE SKIMMING, AND +/- 1/8" FOR POOLS AND SPAS WITH NONADJUSTABLE SURFACE SKIMMING. POOL DECK EQUIPOTENTIAL BONDING GRID, TYPICAL AROUND EACH POOL, TANK, AND/OR SPRAY PAD BY DECK CONTRACTOR. SEE ELECTRICAL DRAWINGS AND NOTES BELOW POOL, TANK, AND/OR SPRAY PAD REINFORCING STEEL BONDING WIRE PER NEC 680, BY ELECTRICAL CONTRACTOR NOTES: 1. THIS DETAIL IS INTENDED TO ILLUSTRATE THE EQUIPOTENTIAL BONDING GRID AROUND EACH POOL, TANK, AND/OR SPRAY PAD AS REQUIRED BY NEC 680. 2. THE GRID SHALL CONFORM TO ALL NEC 680 REQUIREMENTS. 3. PER NEC 680, THE GRID SHALL: 3.a. COMPLETELY SURROUND THE PERIMETER OF THE POOL, TANK, AND/OR SPRAY PAD AND EXTEND 3 FEET HORIZONTALLY FROM THE INSIDE WALLS OF THE POOL, AND/OR TANK, OR PERIMETER EXPANSION JOINT AT SPRAY PADS. 3.b. BE ARRANGED IN A 12" X 12" (OR LESS) NETWORK OF CONDUCTORS IN A UNIFORMLY SPACED PATTERN. 3.c. BE BONDED TO THE POOL, TANK, AND/OR SPRAY PAD REINFORCING STEEL. 4. THIS DETAIL IS NOT INTENDED TO DETAIL THE WALLS, SLABS, OR THE DECKS. THE ABOVE DETAIL IS SCHEMATIC. SEE POOL, TANK, AND/OR SPRAY PAD SECTIONS AND DECK SECTIONS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS. 5. SEE POOL, TANK, AND/OR SPRAY PAD ELECTRICAL DRAWINGS FOR ADDITIONAL BONDING & GROUNDING REQUIREMENTS. 3 GUTTER/DECK JOINT OR POOL FACE JOINTS SHALL NOT INTERSECT DEPTH MARKERS 6" x 6" [150x150] "NO DIVING" MARKER 6" x 6" [150x150] DEPTH MARKER, WITH 4" [100] CONTRASTING NUMERALS WHIRLPOOL DEPTH MARKER DECK/COPING STONE JOINT OR JOINT BETWEEN TRIM TILE JOINTS SHALL NOT INTERSECT DEPTH MARKERS 6" x 6" [150 x 150] DEPTH MARKER, WITH 4" [100] CONTRASTING NUMERALS WALL DEPTH MARKER ALIGN T.O. WALL MARKER WITH T.O. POOL TILE BAND T.O. TILEBAND NO DIVING0 3FT 0IN SR3 C04 DEPTH MARKERS - NO DIVING B SR3 C03 DEPTH MARKERS - DECK B CT1 C03 DEPTH MARKERS - WALL A,B,C [50] 2" MIN. [50] 2" MIN. FT IN [5 0 ] 2" M I N GUTTER/DECK JOINT OR POOL FACE JOINTS SHALL NOT INTERSECT DEPTH MARKERS 4" x 4" CUSTOM SANDBLASTED "NO DIVING" MARKER DECK DEPTH MARKER NO DIVING SB C04 DEPTH MARKERS - NO DIVING A,C SB C03 DEPTH MARKERS - DECK A,C EXPANSION JOINT BY DECK CONTRACTOR 4" CUSTOM SANDBLASTED DEPTH MARKER WITH CONTRASTING NUMERALS NOTES: 1. - WALL DEPTH MARKER AT LOCATIONS AS INDICATED ON PLAN BY THIS SYMBOL. 2. EXCLUDE "NO DIVING" MARKER TILES AT POOL WALL DEPTH MARKER LOCATIONS AND AT POOL DEPTHS GREATER THAN 5'-0". 3. DEPTH MARKERS SHALL BE LEGIBLE FROM INSIDE THE POOL AND FROM THE POOL DECK. 4. THE POOL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING MARKINGS ACCURATE TO WITHIN ONE INCH OF THE CONSTRUCTED WATER DEPTHS AT LOCATIONS INDICATED ON PLAN AT A MAX 25'-0" SPACING AND IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 5. DEPTH MARKER TEXT SHALL INDICATE THE ACTUAL POOL DEPTH WITHIN 3" AT NORMAL OPERATING WATER LEVEL WHEN MEASURED 3'-0" FROM POOL WALL. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING PROPER TEXT FOR EACH MARKER LOCATION. 6. MARKINGS SHALL BE INSTALLED FLUSH WITH SURROUNDING SURFACES AND RECESSED IF NECESSARY. 7. ALL MARKINGS INSTALLED ON HORIZONTAL SURFACES SHALL HAVE A SLIP RESISTANT FINISH. 8. DEPTH MARKERS SHALL BE LOCATED WITHIN 18" OF THE WATER'S EDGE. 9. PROVIDE CONTRASTING COLOR USING LITHICHROME STONE PAINT WITH MANUFACTURER'S RECOMMENDED SEALANT FOR ENGRAVING DECK DEPTH MARKERS. CLEVELAND LITHICHROME WITH HIGH POLISH OR EQUIVALENT. PLAN VIEW TWO (2) COLUMNS OF 1" x 1" TILE TYPICAL OF BOTH SIDES OF CORNER DAL S812 TILE DAL S812 TILE TWO (2) COLUMNS OF 1" x 1" TILE TYPICAL OF BOTH SIDES OF CORNER DAL S812 TILE QUARTZ AGGREGATE, SEE POOL FINISH SCHEDULE QUARTZ AGGREGATE, SEE POOL FINISH SCHEDULE FRONT VIEW TWO (2) COLUMNS OF 1" x 1" TILE TYPICAL OF BOTH SIDES OF CORNER DAL S812 TILE DAL S812 TILE NOTES: 1. CONTRACTOR TO INSTALL CORNER TILE (DAL S812) VERTICALLY FROM GUTTER SKIMMING EDGE TO FLOOR. 2. INCLUDE TWO (2) 1" x 1" TILES NEXT TO CORNER TILE FROM GUTTER SKIMMING EDGE TO FLOOR. 3. TILE COLOR SHALL BE CONTRASTING IN COLOR TO POOL FINISH (COLOR SELECTION BY ARCHITECT). 4. VERTICAL TILE BAND FROM GUTTER TO FLOOR SHALL CREATE VISUAL ATTENTION TO CORNER OF POOL. 5. VERTICAL BAND IS TYPICAL OF THREE (3) CORNERS IN THIS LOCATION AS CALLED OUT IN PLAN. QUARTZ AGGREGATE, SEE POOL FINISH SCHEDULE NOTES FOR ENCLOSURE WALL CORNERS: 1. THE ENCLOSURE WALL CORNERS SHALL BE 1"x1" CONTRASTING TILE MARKINGS THAT ENCIRCLE THE ENTIRE RADIUS OF THE CORNER FROM THE POOL FLOOR TO THE GUTTER EDGE. 2. TILE COLOR SHALL BE CONTRASTING IN COLOR TO POOL FINISH (COLOR SELECTION BY ARCHITECT) 3. OUTER EDGE CORNERS SIMILAR PLAN VIEW FRONT VIEW QUARTZ AGGREGATE, SEE POOL FINISH SCHEDULE 1"x1" CONTRASTING TILE ON ENTIRE RADIUS OF THE CORNER CONTRASTING TILE BAND SR1 C07A,B,C NOTES: 1. 4" CONTRASTING TILE BAND @ 5'-0" WD CONTINUOUS ON POOL FLOOR AND WALLS; COLOR CONTRASTING TO POOL FINISH. CONTRASTING TILE BAND SR1 C07C [100] 4" DECK SS POOL LIGHT NICHE BONDED TO REBAR RE-LAMPING POSITION; PROVIDE SUFFICIENT CORD LENGTH FOR DECK RE-LAMPING. CONTRACTOR TO VERIFY LENGTH OF CORD REQUIRED POOL WALL FINISH; SEE FINISH SCHEDULE NOTES: 1. - POOL LIGHTS AT LOCATIONS AS INDICATED ON PLAN BY THIS SYMBOL. 2. SEE ELECTRICAL DRAWINGS FOR JUNCTION BOX LOCATIONS. 3. SEE SECTIONS FOR REQUIRED DIMENSIONS TO LIGHTS. 4. LIGHT LOCATIONS SHALL PROVIDE A MIN 3" [75] CONCRETE COVER AT JOINT LOCATIONS AND BE POSITIONED TO PROVIDE ADEQUATE CLEARANCE FROM JOINT WATERSTOP. 5. LIGHT NICHE FURNISHED BY POOL CONTRACTOR. LIGHT NICHE IS GROUNDED/BONDED BY ELECTRICAL CONTRACTOR. 6. LIGHT FIXTURES WITH CORD AND CONDUIT ATTACHED ARE FURNISHED AS SPECIFIED BY THE POOL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL OTHER ELECTRICAL MATERIALS (WATERTIGHT CONDUIT, JUNCTION BOXES, SWITCHES, ETC) ARE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR PER NEC CODE ARTICLE 680. POOL LIGHTS SHALL BE GFI PROTECTED PER NEC ARTICLE 680. POOL LIGHT UN L E S S O T H E R W I S E N O T E D I N S E C T I O N S 1' - 6 " [ 4 5 0 ] M I N . S E E P O O L S E C T I O N S FOR STRUCTURAL REINFORCING, WATERTIGHT CONDUIT WITH CORD TO JUNCTION BOX PER NOTE 5 FILL & COVER CONDUIT OPENING WITH BUTYL TAPE TO PROVIDE WATERTIGHT CONDUIT Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:02:47 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL102 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y GENERAL DETAILS AND SCHEDULES SCHEDULE - SAFETY & MAINTENANCE EQUIPMENT QTY PRODUCT NAME MANUFACTURER NOTES 1 25 PERSON AQUATIC FIRST AID KIT WATER SAFETY PRODUCTS 25 PERSON OSHA FIRST AID KIT TO INCLUDE BIOHAZARD COMPLIANCE RESPONSE AND CPR MICROMASK WITH NITRILE GLOVES 1 AUTOMATIC VACUUM CLEANING SYSTEM MAYTRONICS DOLPHIN WAVE 200XL AUTOMATIC CLEANER, RADIO REMOTE CONTROL, CADDY, MULTI-LAYER FILTER WITH TOP ACCESS, SIX (6) ACTIVE BRUSHES, SUCTION RATE: 9,000 GPH, 140 FT CORD, 3 YEAR WARRANTY 1 DEFIBRILLATOR WATER SAFETY PRODUCTS ZOLL AED PLUS DEFIBRILLATOR COMPLETE AED PACKAGE WITH CPR-D PADZ ELECTRODES, CPR HELP TECHNOLOGY WITH REAL-TIME DEPTH AND RATE CPR FEEDBACK, LITHIUM 123 BATTERIES WITH 5 YEAR SHELF LIFE, CARRYING CASE AND AED PRESCRIPTION 7 LIFE BUOY WATER SAFETY PRODUCTS 30" DIA, MADE OF UNICELL SOFT FOAM WITH HARD SHELL COVERING. INCLUDE STAINLESS STEEL MOUNTING BRACKETS AND STAINLESS STEEL ANCHORS AND BOLTS. MOUNT UNIT ON WALL IN COORDINATION WITH OWNER 2 LIFE HOOK & RESCUE POLE WATER SAFETY PRODUCTS ANODIZED ALUMINUM POLE, WITH DOUBLE LIFE HOOK. 2 - 8 FEET SECTIONS WITH CONNECTOR & RUBBER END CAP. INCLUDE STAINLESS STEEL MOUNTING BRACKETS AND STAINLESS STEEL ANCHORS AND BOLTS. MOUNT UNIT ON WALL IN COORDINATION WITH OWNER 1 MANUAL VACUUM CLEANING SYSTEM HAMMERHEAD RESORT-21; (RESORT-30): 21”(30”) VACUUM HEAD WITH (2) LARGE CAPACITY BAGS, 60 FOOT CORD, STAINLESS STEEL POLE SWIVEL MOUNT AND WELDED ALUMINUM CADDY W/ 20” WHEELS. PROVIDE WITH 12V DEEP CYCLE MARINE BATTERY, BATTERY CHARGER, AND 1 1/8” STANDARD POOL POLE. 14 RESCUE TUBE WATER SAFETY PRODUCTS 50" LONG x 6" WIDE x 4" THICK. NO CLIPS, NO RINGS. 2" WIDE ADJUSTABLE SHOULDER STRAP , CONNECTED TO TUBE BY 1" STRAPPING. STRAPPING EXTENDS COMPLETELY THROUGH LENGTH OF TUBE. 2 SPINEBOARD W/ HEAD IMMOBILIZER WATER SAFETY PRODUCTS X-RAY TRANSLUCENT BACKBOARD WITH HEAD IMMOBILIZER AND BODY STRAPS. INCLUDE STAINLESS STEEL MOUNTING BRACKETS AND STAINLESS STEEL ANCHORS AND BOLTS. MOUNT UNIT ON WALL IN COORDINATION WITH OWNER 7 THROW LINE WATER SAFETY PRODUCTS 60' MARINE POLYPRO LINE, WITH 3" x 5" LEMON FLOAT 1 WATER TEST KIT TAYLOR "SERVICE COMPLETE" FAS DPD CHLORINE KIT LEGEND - FINISHES & COLOR CODES - POOL A AREA FINISHES COLORS NOTESFINISH ID FINISH COLOR ID COLOR BENCH AND STAIR NOSING - CONSTRASTING SR2 2"x2" SLIP RESISTANT TILE C07 CONTRASTING TO POOL FINISH CONTRASTING TILE BAND SR1 1"x1" SLIP RESISTANT TILE C07 CONTRASTING TO POOL FINISH DECK BAND LB 1"x1" SLIP RESISTANT TILE C01 AS SELECTED BY ARCHITECT DEPTH MARKERS - DECK SB SANDBLASTED C03 BLACK ON WHITE DEPTH MARKERS - NO DIVING SB SANDBLASTED C04 BLACK AND RED ON WHITE DEPTH MARKERS - WALL CT1 6"x6" CERAMIC TILE C03 BLACK ON WHITE HAND RUBBED CONCRETE FC FINISHED CONCRETE C01 AS SELECTED BY ARCHITECT SLIDE COLUMN HORIZONTAL SURFACE (WET) QA QUARTZ AGGREGATE C06 LIGHT COLOR HORIZONTAL SURFACE (WET) SR1 1"x1" SLIP RESISTANT TILE C06 LIGHT COLOR INTERMEDIATE STEGMEIER EDGE LB LIGHT BROOM C01 AS SELECTED BY ARCHITECT STEGMEIER REGULAR FORM LANE MARKERS - FLOOR SR1 1"x1" SLIP RESISTANT TILE C07 CONTRASTING TO POOL FINISH LANE MARKERS - WALL SR1 1"x1" SLIP RESISTANT TILE C07 CONTRASTING TO POOL FINISH TILE - WATERLINE KT1 1"x1" KEYSTONE TILE C01 AS SELECTED BY ARCHITECT TRIM TILE - HANDHOLD C701 1"x1" C-701 HANDHOLD TRIM TILE C01 AS SELECTED BY ARCHITECT VERTICAL SURFACE (WET) QA QUARTZ AGGREGATE C06 LIGHT COLOR LEGEND - FINISHES & COLOR CODES - POOL B AREA FINISHES COLORS NOTESFINISH ID FINISH COLOR ID COLOR BENCH AND STAIR NOSING - CONSTRASTING SR2 2"x2" SLIP RESISTANT TILE C07 CONTRASTING TO POOL FINISH CONTRASTING TILE BAND SR1 1"x1" SLIP RESISTANT TILE C07 CONTRASTING TO POOL FINISH DEPTH MARKERS - DECK SR3 6"x6" SLIP RESISTANT TILE C03 BLACK ON WHITE DEPTH MARKERS - NO DIVING SR3 6"x6" SLIP RESISTANT TILE C04 BLACK AND RED ON WHITE DEPTH MARKERS - WALL CT1 6"x6" CERAMIC TILE C03 BLACK ON WHITE HORIZONTAL SURFACE (DRY) SR1 1"x1" SLIP RESISTANT TILE C06 LIGHT COLOR HORIZONTAL SURFACE (WET) QA QUARTZ AGGREGATE C06 LIGHT COLOR HORIZONTAL SURFACE (WET) SR1 1"x1" SLIP RESISTANT TILE C06 LIGHT COLOR TILE - WATERLINE KT1 1"x1" KEYSTONE TILE C01 AS SELECTED BY ARCHITECT TRIM TILE - BULLNOSE S862 2"x2" S-886 BULLNOSE TRIM TILE C07 CONTRASTING TO POOL FINISH TRIM TILE - RADIUS S812 1"x1" S-812 RADIUS TRIM TILE C07 CONTRASTING TO POOL FINISH VERTICAL SURFACE (DRY) KT1 1"x1" KEYSTONE TILE C06 LIGHT COLOR VERTICAL SURFACE (DRY) SR1 1"x1" SLIP RESISTANT TILE C06 LIGHT COLOR VERTICAL SURFACE (WET) KT1 1"x1" KEYSTONE TILE C01 AS SELECTED BY ARCHITECT VERTICAL SURFACE (WET) QA QUARTZ AGGREGATE C06 LIGHT COLOR VERTICAL SURFACE (WET) SR1 1"x1" SLIP RESISTANT TILE C06 LIGHT COLOR LEGEND - FINISHES & COLOR CODES - POOL C AREA FINISHES COLORS NOTESFINISH ID FINISH COLOR ID COLOR BENCH AND STAIR NOSING - CONSTRASTING SR2 2"x2" SLIP RESISTANT TILE C07 CONTRASTING TO POOL FINISH CONTRASTING TILE BAND SR1 1"x1" SLIP RESISTANT TILE C07 CONTRASTING TO POOL FINISH DEPTH MARKERS - DECK SB SANDBLASTED C03 BLACK ON WHITE DEPTH MARKERS - NO DIVING SB SANDBLASTED C04 BLACK AND RED ON WHITE DEPTH MARKERS - WALL CT1 6"x6" CERAMIC TILE C03 BLACK ON WHITE HAND RUBBED CONCRETE FC FINISHED CONCRETE C01 AS SELECTED BY ARCHITECT SLIDE COLUMN HORIZONTAL SURFACE (WET) QA QUARTZ AGGREGATE C06 LIGHT COLOR HORIZONTAL SURFACE (WET) SR1 1"x1" SLIP RESISTANT TILE C06 LIGHT COLOR INTERMEDIATE STEGMEIER EDGE LB LIGHT BROOM C01 AS SELECTED BY ARCHITECT STEGMEIER REGULAR FORM ROLLBACK LB LIGHT BROOM C01 AS SELECTED BY ARCHITECT TILE - TRIM TILE SR1 1"x1" SLIP RESISTANT TILE C01 AS SELECTED BY ARCHITECT TILE - WATERLINE KT1 1"x1" KEYSTONE TILE C01 AS SELECTED BY ARCHITECT TRIM TILE - HANDHOLD C701 1"x1" C-701 HANDHOLD TRIM TILE C01 AS SELECTED BY ARCHITECT VERTICAL SURFACE (WET) QA QUARTZ AGGREGATE C06 LIGHT COLOR DETAIL VIEW 3" = 1'-0" PL102 2 ANCHOR - WEDGE DETAIL VIEW 3/4" = 1'-0" PL102 3 RAILING OFFSET TO ADJACENT SURFACE DETAIL VIEW 3" = 1'-0" PL102 5 POOL EQUIPOTENTIAL BONDING GRID DETAIL VIEW 1" = 1'-0" PL102 1 DEPTH MARKER DECK & WALL DETAIL VIEW 6" = 1'-0" PL102 7 TILE BAND AT CORNER DETAIL VIEW 3" = 1'-0" PL102 4 CONTRASTING TILE BAND DETAIL VIEW 1 1/2" = 1'-0" PL102 6 POOL LIGHT - FLUSH MOUNT EE HH DD FF GG N 2 PL112 5 PL112 1 PL112 6 PL112 3 PL112 4 PL112 1 PL113 2 PL113 3 PL113 A01 A04 A05 A01 A03 A04 A05 A02 A04 A05 A08 A08 A08 A08 A04 A05 A09A09 F12 F09 A03 A04 A05 A03 A04A04 A05 A03 A04 A05 2 PL115 3 PL115 4 PL115 9 PL115 6 PL115 PL116 9 PL116 2 PL116 4 PL116 7 1 PL116 PL116 10 F07 F05 F06 F05 F06 F02 F08 -3' - 6" WD -3' - 0" WD -2' - 0" WD -2' - 0" WD -1' - 6" WD -1' - 0" WD -6" WD 0" WD 0" WD-6" WD-1' - 0" WD-1' - 6" WD-2' - 0" WD -3' - 6" WD -3' - 6" WD -3' - 6" WD -3' - 6" WD -3' - 6" WD PL116 4 PL116 4 PL116 4 PL116 4 PL116 6 F10A INSTALL A CONTRASTING VERTICAL TILE STRIPE FROM 4" ABOVE FLOOR UP TO THE WATERLINE TILE. TYPICAL ALL INSIDE CORNERS. /7 PL102 PL116 8 10 PL115 PL102 1 A01 A04 A05 A02 A04 A05 A07 A07 A07 A07 A07 A07 A07 A07 TYP. F11 F01 -3' - 6" WD A02 A02 A02 A02 A02 A02 /5 PL116 /5 PL116 PL102 6 A04 A05 A03 F04 F08 A02 -3' - 6" WD 2 PL114 3 PL114 4 PL114 F03 F03 A04 A05 A05 A11 A11 A11 A12 A13 A02 A02 A02 A02 A02 A10 Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:02:59 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL110 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - INDOOR LEISURE POOL PLAN PLAN VIEW 1/4" = 1'-0" PL110 1 POOL A - INDOOR LEISURE POOL SCHEDULE - BASIS OF DESIGN - POOL A POOL ID EQUIPMENT ID EQUIPMENT QTY MANUFACTURER DESCRIPTION A 01 POOL LIFT 1 SR SMITH, AQUA CREEK, OR EQUAL STANDARD ANCHORED, ROTATIONAL POOL LIFT, WITH 400 LB MINIMUM LIFTING CAPACITY. MUST MEET ALL APPLICABLE ADA REQUIREMENTS, WHILE MAINTAINING REQUIRED DECK CLEARANCE. PACKAGE TO INCLUDE ARMRESTS, ANCHOR, LIFT COVER, BATTERY CHARGER, AND CADDY A 02 LIGHT & NICHE 12 PENTAIR INTELLIBRITEDS COLOR CHANGING LED POOL LIGHT, 500W EQUIVALENCY, 120V, WITH SS FACE RING, PROVIDE COMPLETE WITH PENTAIR POOL PRODUCTS LARGE SS NICHES WITH 1" REAR HUB. A 03 GRAB RAILS (PAIRS) 3 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL PRETZEL BEND STYLE, 1.50” OD x .120 WALL THICKNESS, 500 GRIT FINISH MIN. A 04 ESCUTCHEON PLATE 57 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL STAINLESS STEEL ROUND ESCUTCHEON FOR 1.50" O.D. RAILS A 05 WEDGE ANCHOR 57 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CAST BRONZE, 4-1/4" LONG, ACCEPTS 1.500" OD TUBING A 06 IN-WALL STEPS 10 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL 17-1/2” x 6”, INJECTION MOLDED PLASTIC, PEBBLE TEXTURE, 1/4” WALL THICKNESS A 07 DALFLEX LANE LINE ANCHOR 8 DALDORADO 14" - NON-CORROSIVE PVC FLIP UP LANE LINE ANCHOR TO BE USED WITH DALDORADO PARALLEL GRATING. INCLUDES FLIP-UP HATCH, BASE UNIT, & SILICON COVERED SS BRAIDED STRAP EXTENSION WITH HOOK. CAN BE USED WITH THE DalFLEX 8” OR 14” LANE LINE EXTENSION. A 08 LANE DIVIDERS 4 COMPETITOR SWIM PRODUCTS 4" WAVE QUELLING RACING LANE LINE, COLORS BY OWNER / ARCHITECT A 09 BASKETBALL HOOP 2 SR SMITH STAINLESS STEEL BASKETBALL HOOP WITH ROCKSOLID ANCHOR A 10 NINJACROSS 1 NINJACROSS AQUATIC OBSTACLE COURSE - ALTERNATE A 11 LIFEGUARD CHAIR 3 TAILWIND, KEIFER, SPECTRUM AQUATICS, SR SMITH OR APPROVED EQUAL OWNER FURNISHED A 12 SAFETY PAD 1 RENOSYS 4” THICK SOFTSIDE SLIP RESISTANT PADDED SAFTEY FLOORING WITH SAFETY NETTING A 13 BARRIER STANCHION 4 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL 1.900” OD x .145 WALL x 8'-0”, PROVIDE SLIDING COLLAR, WITH EYE BOLT SCHEDULE - CUSTOM RAILGOODS - POOL A POOL ID EQUIPMENT ID EQUIPMENT QTY MANUFACTURER DESCRIPTION A 01 HAND RAIL 2 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CUSTOM FABRICATED, 316L SS, 1.50” OD x .120 WALL THICKNESS, 500 GRIT FINISH MIN. A 02 HAND RAIL 2 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CUSTOM FABRICATED, 316L SS, 1.50” OD x .120 WALL THICKNESS, 500 GRIT FINISH MIN. A 03 RAMP HAND RAIL 2 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CUSTOM FABRICATED, 316L SS, 1.50” OD x .120 WALL THICKNESS, 500 GRIT FINISH MIN. A 04 BARRIER RAILING 1 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CUSTOM FABRICATED, 316L SS, 1.50 OD X .120 WALL THICKNESS, 500 GRIT FINISH MIN BARRIER RAILING WITH HTTP KNOTLESS NETTING. PROVIDE 1 3/4" INCH SQUARE MESH. COLOR BY OWNER/ARCHITECT A 05 BARRIER RAILING 1 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CUSTOM FABRICATED, 316L SS, 1.50 OD X .120 WALL THICKNESS, 500 GRIT FINISH MIN BARRIER RAILING WITH HTTP KNOTLESS NETTING. PROVIDE 1 3/4" INCH SQUARE MESH. COLOR BY OWNER/ARCHITECT SCHEDULE - WATER FEATURE - POOL A POOL ID FEATURE ID FEATURE QTY MANUFACTURER DESCRIPTION GPM (ea) GPM (Total) A F01 SPRAY FEATURE 1 VORTEX SPRAYLINK BLOOM (VOR 3006) 6 6 A F02 SPRAY FEATURE 1 VORTEX SPRAYLINK TEAM N°1 (VOR 3059) 12 12 A F03 SPRAY FEATURE 2 VORTEX SPRAYLINK ARCH (VOR 3002) 2 4 A F04 SLIDE 1 VORTEX SLIDENUK (VOR 7257) 14 14 A F05 SPRAY FEATURE 2 VORTEX RIO WATERFALL (VOR 7243) (SAFESWAP N°2) 90 180 A F06 SPRAY FEATURE 2 VORTEX RIO WATERCURTAIN (VOR 7244) ( SAFESWAP N°2) 90 180 A F07 SPRAY FEATURE 1 VORTEX RIO NANO N°1 (VOR 7695) 6 6 A F08 SPRAY FEATURE 1 VORTEX CASCADE LOOP (VOR 7250) (SAFESWAP N°1) (SAFESWAP N°2) 6 6 A F09 SPRAY FEATURE 1 VORTEX BAMBOO TREE N°2 (VOR 7789) 6 6 A F10A SPRAY FEATURE 1 SPLASHTACULAR SUN SHOWER, DMX CONTROLLED 12V LED PAR CAN LIGHT. - ALTERNATE 75 75 A F10B SPRAY FEATURE 1 SPLASHTACULAR SUN SHOWER SOUND PACKAGE ALTERNATE 0 0 A F11 WATER GEYSER 5 CUSTOM FIELD FABRICATED WATER GEYSER 15 75 A F12 SPRAY FEATURE 1 VORTEX BAMBOO TREE N°1 (VOR 7725) 2 2 AVAILABLE SURGE CAPACITY IN SURGE TANK 4799 GALLONS SURGE FACTOR 1.01 GAL/SQFT FILTER DRAIN RATE 300 GPM FILTRATION RATE 1.06 GPM/FT² TURNOVER/VOLUME/FLOW 120 MIN. 119,568 GAL. 996 GPM TURNOVER/VOLUME/FLOW 60 MIN. 16,985 GAL. 283 GPM CIRCULATION RATE 1,279 GPM TOTAL VOLUME OF WATER 136,553 GALLONS SURGE TANK OPERATING VOLUME 7,331 GALLONS SLIDE STORAGE VOLUME 3,579 GALLONS POOL VOLUME 125,643 GALLONS POOL WATER TEMPERATURE 84 °F WATER SURFACE AREA 4,747 SQUARE FEET POOL PERIMETER 306 FEET DESCRIPTION QTY UNITS POOL A-INDOOR LEISURE POOL DATA DIMENSIONING NOTES: 1. ALL DIMENSIONS ARE SHOWN FROM POOL FINISH TO POOL FINISH (THIS SHEET) 2 2 EE HH DD FF GG N [1025] 3' - 4" [2 3 2 7 5 ] 76 ' - 4 " [2 1 2 5 ] 7' - 0 " [2 1 2 5 ] 7' - 0 " [2 1 2 5 ] 7' - 0 " [2 2 7 5 ] 7' - 6 " [20625] 67' - 8" [2125] 7' - 0" [2125] 7' - 0" [2125] 7' - 0" [2125] 7' - 0" [4275] 14' - 0" [2450] 8' - 0" [725] 2' - 5" R 14' - 0" R 1 5 ' - 0 " R 5' - 0" 1:14 [9 2 5 ] 3' - 0 " N -58.24 E -767.79 N -42.33 E -836.44 N -43.28 E -833.10 N -45.00 E -830.10 N -46.90 E -827.10 N -35.96 E -834.37 N -42.06 E -786.15 N -29.43 E -815.16 N -51.41 E -805.83 R 1 ' - 0 "R 1 ' - 0 " R 3 ' - 6 " N -43.83 E -809.62 R 33' - 0" R 26' - 0" R 19' - 0" R 1 2' - 0 " R 4 0' - 0" [6625] 21' - 9" [ 1 8 2 5 ] 6 ' - 0 " [ 2 1 0 0 ] 6 ' - 1 0 1 / 2 " [3575] 11' - 8 1/2" R 6' - 0" R 14' - 0" [4575] 15' - 0" [6850] 22' - 6" [6850] 22' - 6" [2125] 7' - 0" 7 ' - 9 " [1 0 2 5 ]3 ' - 4 " 2 1' - 7 " 11' - 0 1/2" [6575] 21' - 7 1/4" [1 9 0 0 ] 6' - 3 " N -58.67 E -818.46 N -63.85 E -791.99 N -50.06 E -786.29 N -60.14 E -788.36 N -58.03 E -787.28 N -56.09 E -786.64 N -56.70 E -788.18 N -58.61 E -788.95 R 1 ' - 2 " R 1 4 ' - 0 " R 1 4' - 0 " R 8' - 0"R 1 2 ' - 0 " R 6" R 6' - 0" R 1 ' - 0 " R 16' - 0" R 4 ' - 0 " R 16' - 0" R 2 ' - 6 " R 2 3 ' - 0 " R 6' - 0" R 6 " R 1' - 0" R 12' - 0" R 8' - 0 " R 1 4' - 0 "R 1 5 ' - 0 " R 4 ' - 6 " R 7 ' - 0 " R 13' - 0" R 3' - 0" R 6 " [9 2 5 ] 3' - 0 " [1 5 2 5 ] 5' - 0 " [11850] 38' - 10 3/4" [1 2 2 5 ]4 ' - 0 " R 2 ' - 8 " N -25.41 E -852.05 N -24.60 E -850.98 [1 9 7 5 ] 6' - 6 " [3200] 10' - 6" [14800] 48' - 7" [13100] 43' - 0" [4275] 14' - 0" [2125] 7' - 0" [3350] 11' - 0" [22850] 75' - 0" [2 1 7 5 0 ] 71 ' - 4 " [3 0 2 5 ] 9' - 1 1 1 / 2 " [8 8 5 0 ] 29 ' - 0 " R 6" R 6 " [6400] 21' - 0" [1525] 5' - 0" [1525] 5' - 0" [1225] 4' - 0" [4 4 2 5 ] 14 ' - 6 1 / 2 " Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:08 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL111 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - INDOOR LEISURE POOL DIMENSION PLAN PLAN VIEW 1/4" = 1'-0" PL111 1 POOL A - INDOOR LEISURE POOL DIMENSION Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" [1 5 2 5 ] WD 5' - 0 " NOTE: SLIDES AND TOWER NOT SHOWN FOR CLARITY [1 0 7 5 ] WD 3' - 6 " 1 :1 4 A03 A06 A01 [22850] 75' - 0" [3200] 10' - 6 1/4" [3350] 11' - 0" [6400] 21' - 0" [13100] 43' - 0" [1025] 3' - 4" [14800] 48' - 7" A02A02 PL115 4 PL116 1 PL102 1 A02 A02 [6850] 22' - 6" [6850] 22' - 6" [4575] 15' - 0" A02 PL102 6 [4 5 0 ] TY P . 1' - 6 " [3475] 11' - 4 1/2" Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" [1225] 4' - 0" VERTICAL SURFACE (WET) QA C06A HORIZONTAL SURFACE (WET) SR1 C06A SR2 C07 BENCH AND STAIR NOSING - CONSTRASTING A [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [1525] 5' - 0" [150] 6" [1 7 5 ] 7" [1 7 5 ] 7" [1 7 5 ] 7" [1 7 5 ] 7" [1 7 5 ] 7" [1 7 5 ] 7" [1 0 7 5 ] WD 3' - 6 " PL102 2 [3 0 0 ] 1' - 0 " [9 2 5 ] 3' - 0 " MIN. 1' - 0" A02 /3 PL102 [9 2 5 ] 3' - 0 " [9 2 5 ] 3' - 0 " Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" A03 /3 PL102 [3 0 0 ] 1' - 0 " [9 2 5 ] 3' - 0 " MIN 1' - 0" PL102 2 /7 PL115 1:14 PL115 2 [1425] 4' - 8" [1425] 4' - 8" [1425] 4' - 8" [1425] 4' - 8" [1425] 4' - 8" [1425] 4' - 8" Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" [3 0 0 ] 1' - 0 " [9 2 5 ] 3' - 0 " [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 0 7 5 ] WD 3' - 6 " HORIZONTAL SURFACE (WET) SR1 C06A VERTICAL SURFACE (WET) QA C06A SR2 C07 BENCH AND STAIR NOSING - CONSTRASTING A [1525] 5' - 0" PL102 2 /3 PL102 [9 2 5 ] 3' - 0 " [300] 1' - 0" [0] 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [150] 6" MIN 1' - 0" A01 [1825] 6' - 0" Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" F07 A09 A09 A03 A06 [1 0 7 5 ] WD 3' - 6 " [2450] 8' - 0" [2975] 9' - 9" PL115 9 PL115 4 PL115 6 PL116 1 PL116 2 [4 5 0 ] TY P . 1' - 6 " [6625] 21' - 9" [22850] 75' - 0" A02 Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" F08 A04 F09 F10A A03 F05F06F05F06 F07 [1 0 7 5 ] WD 3' - 6 " [6 0 0 ] WD 2' - 0 " [1 0 7 5 ] WD 3' - 6 " 1 :1 4 [6400] 21' - 0" [2225] 7' - 4" [22850] 75' - 0" [6625] 21' - 9" [14175] 46' - 6" PL115 4 /7 PL116 PL116 8 PL115 6PL102 1 A02 PL102 6 AF04 [4 5 0 ] TY P . 1' - 6 " A05 A02 Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:15 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL112 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - INDOOR LEISURE POOL SECTIONS SECTION VIEW 1/4" = 1'-0" PL112 2 POOL A - INDOOR LEISURE POOL SECTION VIEW 1" = 1'-0" PL112 5 POOL A - INDOOR LEISURE POOL STAIR SECTION VIEW 1/2" = 1'-0" PL112 1 POOL A - INDOOR LEISURE POOL SECTION VIEW 1" = 1'-0" PL112 6 POOL A - INDOOR LEISURE POOL STAIR SECTION VIEW 1/4" = 1'-0" PL112 3 POOL A - INDOOR LEISURE POOL SECTION VIEW 1/4" = 1'-0" PL112 4 POOL A - INDOOR LEISURE POOL Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" F08 F09 F10A F06 F05 F06 F05F07 A03 1:14 [1 0 7 5 ] WD 3' - 6 " [1 0 7 5 ] WD 3' - 6 " [6 0 0 ] WD 2' - 0 " [4 5 0 ] WD 1' - 6 " [3 0 0 ] WD 1' - 0 " [1 5 0 ] WD6" [22850] 75' - 0"[6625] 21' - 9" [14175] 46' - 6" PL115 2 PL115 4 PL116 8 PL115 9 PL115 6 PL102 1 A02 PL102 6 F04 [4 5 0 ] TY P . 1' - 6 " A05 Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" F06 F05 F06 F05 F12 F07 A01 [4 5 0 ] 1' - 6 " [6 0 0 ] 2' - 0 " [1 0 7 5 ] WD 3' - 6 " [6 0 0 ] WD 2' - 0 " [1 0 7 5 ] WD 3' - 6 " [1 5 2 5 ] WD 5' - 0 " [8850] 29' - 0" [600] 2' - 0" [2125] 7' - 0" [2125] 7' - 0" [2125] 7' - 0" [1825] 6' - 0" PL115 4 PL115 6 PL115 10 PL102 1 PL116 9 A01 A01 PL102 1 A02 PL102 6 [4 5 0 ] TY P . 1' - 6 " [1 5 0 ] 6" A02 A05 [2725] 8' - 11 1/2" A02 A11 A02 Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" A01 A09 A03 A06 A04 A03 F08 F02 F09F10A [1 0 7 5 ] WD 3' - 6 " [6 0 0 ] WD 2' - 0 " [1 0 7 5 ] WD 3' - 6 " [4 5 0 ] 1' - 6 " [6 0 0 ] 2' - 0 " [1825] 6' - 0" [2125] 7' - 0" [2125] 7' - 0" [1525] 5' - 0" [1225] 4' - 0" [8850] 29' - 0" [1525] 5' - 0" PL115 4 PL116 8 PL115 6 PL115 10 PL102 1 PL116 9 PL116 1 F11 A02 A02 PL102 6 [4 5 0 ] TY P . 1' - 6 " A03 [925] 3' - 0" F04 A03 A02 A06 A05 SECTION VIEW 1/4" = 1'-0" PL113 1 POOL A - INDOOR LEISURE POOL SECTION VIEW 1/4" = 1'-0" PL113 2 POOL A - INDOOR LEISURE POOL SECTION VIEW 1/4" = 1'-0" PL113 3 POOL A - INDOOR LEISURE POOL Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:24 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL113 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - INDOOR LEISURE POOL SECTIONS EE DD [2 4 5 0 ] TY P . 8' - 0 " [2450] TYP. 8' - 0" SAFETY ZONE 2 PL114 3 PL114 4 PL114 Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4"[1 2 2 5 ] 4' - 0 " [1 0 7 5 ] 3' - 6 " BLACK DASHED LINE REPRESENTS 4' -0" MINIMUM NINJACROSS SAFETY ENVELOPE FOR ALL WATER-LEVEL AND ABOVE-WATER OBSTACLES BLACK DASHED LINE REPRESENTS 3' -6" MINIMUM NINJACROSS SAFETY ENVELOPE FOR BELOW WATER OBSTACLES ONLY Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" BLACK DASHED LINE REPRESENTS 3' -6" MINIMUM NINJACROSS SAFETY ENVELOPE FOR BELOW WATER OBSTACLES ONLY [2450] 8' - 0" [2450] 8' - 0" [1 0 7 5 ] 3' - 6 " Pool Deck Level -Indoor 100' -0" Pool A -SWL 99' -11 3/4" [2450] 8' - 0" [2450] 8' - 0" [1 2 2 5 ] 4' - 0 " BLACK DASHED LINE REPRESENTS 4' -0" MINIMUM NINJACROSS SAFETY ENVELOPE FOR ALL WATER-LEVEL AND ABOVE-WATER OBSTACLES Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:35 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL114 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - INDOOR LEISURE POOL SAFETY PLAN AND SECTIONS PLAN VIEW 1/4" = 1'-0" PL114 1 POOL A - INDOOR LEISURE POOL NINJACROSS SECTION VIEW 1/4" = 1'-0" PL114 2 POOL A - INDOOR LEISURE POOL NINJACROSS SECTION VIEW 1/4" = 1'-0" PL114 4 POOL A - INDOOR LEISURE POOL NINJACROSS SECTION VIEW 1/4" = 1'-0" PL114 3 POOL A - INDOOR LEISURE POOL NINJACROSS SWL SWL SWL SWL SWL SWL SWL SWL SWL DECK S/S HANDRAIL - REFER TO PLAN FOR LENGTH AND CONFIGURATION WEDGE ANCHOR; TYP POOL RAMP [4 5 0 ] 1' - 6 " [150] 6" [500] 1' - 8" GREATER THAN 5'-0" EQUALLY SPACED NO [9 2 5 ] 3' - 0 " [300] 11 1/2" [200] 7 1/2" [225] 8 1/2" SEAL GUTTER TRENCH W/ ADHESIVE WATERPROOF BONDCOAT [50] 2" BOND BREAKER, BY DECK CONTRACTOR SEE DECK DRAWINGS FOR POOL DECK [4 5 0 ] 1' - 6 " [0 ] 1/ 4 " VERTICAL SURFACE (WET) QA C06A C701 C01 TRIM TILE - HANDHOLDA [1 5 0 ] 6" TILE - WATERLINE KT1 C01A [650] 2' - 1 1/2" [200] 8" [375] 1' - 2 1/2" [75] 3" [50] 1 1/2" [300] 11 1/2" [50] 1 1/2" BY POOL CONTRACTOR BY DECK CONTRACTOR 1/2" EJ BY DECK CONTRACTOR DECK BANDLB C01A DEPTH MARKER WITHIN 18" OF WATER'S EDGE, WHERE SHOWN ON PLAN NOTES: 1. INSTALL GRATING SUPPORT LEDGE DIMENSIONS PER GRATING MANUFACTURER'S REQUIREMENTS BUT NOT BE LESS THAN DETAILED ABOVE. LEDGES SHALL MATCH SLOPE OF GRATING & PROVIDE A FLUSH INSTALLATION. 2. SECURE CURB ANGLE & GRATING PER GRATING MANUFACTURER'S REQUIREMENTS USING PLASTIC ANCHORS, STAINLESS STEEL SCREWS & CLIPS.SECURE GRATING @ 1'-0" [300mm] INTERVALS ON ALTERNATING SIDES. 14" WIDE PARALLEL PVC GRATING WITH PVC CURB ANGLE. SEE SPECIFICATION SECTION 131142. DECK BANDLB C01A HORIZONTAL SURFACE (WET) QA C06A PL115 1 FOR STRUCTURAL REINFORCING [200] 8" C701 C01 TRIM TILE - HANDHOLDA TILE - WATERLINE KT1 C01A VERTICAL SURFACE (WET) QA C06A HORIZONTAL SURFACE (WET) QA C06A PL115 1 FOR STRUCTURAL REINFORCING WD VA R I E S R1" C701 C01 TRIM TILE - HANDHOLDA TILE - WATERLINE KT1 C01A VERTICAL SURFACE (WET) QA C06A HORIZONTAL SURFACE (WET) QA C06A PL115 1 FOR STRUCTURAL REINFORCING WD VA R I E S R1" [4 5 0 ] 1' - 6 " VA R I E S [450] 1' - 6" FOR STRUCTURAL REINFORCING VERTICAL SURFACE (WET) QA C06A,C HORIZONTAL SURFACE (WET) SR1 C06A,C VERTICAL SURFACE (WET) QA C06A,C SR2 C07 BENCH AND STAIR NOSING - CONSTRASTING A,C HORIZONTAL SURFACE (WET) SR1 C06A,C PL115 5 ALIGN BOTTOM OF TILE WITH PERIMETER WATERLINE TILE BAND FOR STRUCTURAL REINFORCING, VA R I E S WD VERTICAL SURFACE (WET) QA C06A,C TILE - WATERLINE KT1 C01A,C HORIZONTAL SURFACE (WET) QA C06A,C PL115 5 LB C01 INTERMEDIATE STEGMEIER EDGE A,C ALIGN BOTTOM OF TILE WITH PERIMETER WATERLINE TILE BAND VERTICAL SURFACE (WET) QA C06A,C TILE - WATERLINE KT1 C01A,C [1 5 0 ] 6" [25] 1 1/4" [300] 1' - 0" [25] 1 1/4" [350] 1' - 2 1/4" LB C01 INTERMEDIATE STEGMEIER EDGE A,C [1 0 0 ] 3 1 / 2 " [2 2 5 ] 9" FOR STRUCTURAL REINFORCING, VA R I E S WD [1 5 0 ] FR E E B O A R D 6" TILE - WATERLINE KT1 C01A,C VERTICAL SURFACE (WET) QA C06A,C HORIZONTAL SURFACE (WET) QA C06A,C PL115 8 [1 5 0 ] FR E E B O A R D 6" TILE - WATERLINE KT1 C01A,C VERTICAL SURFACE (WET) QA C06A,C ALIGN BOTTOM OF TILE WITH PERIMETER WATERLINE TILE BAND LB C01 INTERMEDIATE STEGMEIER EDGE A,C Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:36 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL115 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - INDOOR LEISURE POOL DETAILS DETAIL VIEW 1/2" = 1'-0" PL115 7 RAIL - RAMP DETAIL VIEW 1 1/2" = 1'-0" PL115 10 POOL WALL - BENCH DETAIL VIEW 3" = 1'-0" PL115 1 POOL WALL - FINISH DETAIL VIEW 3" = 1'-0" PL115 2 POOL WALL DETAIL VIEW 3" = 1'-0" PL115 3 POOL WALL DETAIL VIEW 1 1/2" = 1'-0" PL115 4 POOL WALL DETAIL VIEW 1 1/2" = 1'-0" PL115 6 COMMON WALL DETAIL VIEW 3" = 1'-0" PL115 5 COMMON WALL DETAIL VIEW 1 1/2" = 1'-0" PL115 9 ISLAND WALL DETAIL VIEW 3" = 1'-0" PL115 8 ISLAND WALL - FINISH SWL POOL FINISH OR DECK LEVEL POOL FINISH OR DECK LEVEL SWL MAINTAIN 42" MIN. ABOVE POOL FLOOR T.O. COMMON WALL A A SWL POOL FINISH OR DECK LEVEL SWL POOL WALL EDGE CONDITION VARIES, SEE POOL DRAWINGS 6" POOL WALL NOTES: 1. CONCRETE CLEAR COVER AT ALL ANCHOR EMBEDMENTS SHALL BE 6" MINIMUM. THICKEN SLAB IF NECESSARY TO ACHIEVE MINIMUM COVER. POOL DECK VINYL COATED SS FRAME ROCKSOLID ANCHOR, WEDGE ASSEMBLY TO BE PLACED PARALLEL TO AND FURTHEST AWAY FROM POOL WALL PO O L F L O O R T O B O T T O M O F B A C K B O A R D 8' - 7 " VINYL COATED SS RIM WA T E R D E P T H V A R I E S PL116 3 POOL WALL EDGE CONDITION VARIES, SEE POOL DRAWINGS 6" 6 1 / 4 " POOL WALL 4" 4" ANCHOR WEDGE ASSEMBLY TO BE PLACED PARALLEL TO AND FURTHEST AWAY FROM POOL WALL NOTES: 1. CONCRETE CLEAR COVER AT ALL ANCHOR EMBEDMENTS SHALL BE 6" MINIMUM. THICKEN SLAB IF NECESSARY TO ACHIEVE MINIMUM COVER. A A SECTION A-A POOL DECK ACTIVITY FEATURE ROCKSOLID ANCHOR CONCRETE SLAB; TYPICAL FLOOR REINFORCING SAFESWAP™ ANCHORING SYSTEM TO BE INSTALLED LEVEL, PLUMB & FLUSH TO FINISHED GRADE - SEE FEATURE SCHEDULE FOR SAFESWAP TYPE WATER LINE INLET 2" (51mm) NPT. LINE CONNECTION. MIN. 2° SLOPE BACK TO WATER SUPPLY. REFER TO PIPING PLAN FOR LINE SIZING DETAILS 3/8" (10mm) EARTH GROUNDING STUD 4 X 3/4" (20mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE. DRILL & EPOXY GROUT STUDS 3" x 24" x 24" (0.075x0.61m x0.61m CONCRETE LEVELING BASE. COMPACTED GRANULAR [925] 3' - 0" WATER FEATURE; SEE FEATURE SCHEDULE [3 7 5 ] 1' - 3 " NOTE: CONFIRM ANCHOR TYPE & ALL INSTALLATION REQUIREMENTS WITH VORTEX PRIOR TO INSTALL. NOTE: 1. CONFIRM ANCHOR TYPE & ALL INSTALLATION REQUIREMENTS WITH VORTEX PRIOR TO INSTALL. [300] 1' - 0" [3 7 5 ] 1' - 3 " [1 7 5 ] 7" CONCRETE SLAB; TYPICAL FLOOR REINFORCING WATER LINE INLET CONNECTION SLOPE BACK TO WATER SUPPLY. REFER TO PIPING PLAN FOR LINE SIZING DETAILS. 3 X 3/8" (10mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE. DRILL & EPOXY GROUT STUDS. 3" x 12" x 12" (0.076x0.3m x0.3m) CONCRETE LEVELING BASE COMPACTED GRANULAR VORTEX GROUND SPRAY WATER FEATURE; SEE FEATURE SCHEDULE. NOTES: 1. REFER TO PLAN FOR LENGTH AND CONFIGURATION ESCUTCHEON PLATE DROP AT EVEN FOOT INTERVALS ONLY [1 0 0 ] MA X . 4" C L R HTTP KNOTLESS NETTING WITH 1 3/4" INCH SQUARE MESH. COLOR BY OWNER/ARCHITECT LASH NETTING TO RAILING WITH LASHING CORD. COLOR BY OWNER/ARCHITECT SECTION A-A DETAIL B-B NOTES: 1. REFER TO PLAN AND SECTION DRAWINGS FOR QUANTITY AND LOCATIONS OF INWALL STEPS 2. PROVIDE (1) ONE INWALL STEP FOR EVERY 1'-0" OF WATER DEPTH TO A MAXIMUM DEPTH OF 4'-6" 3. MAINTAIN A 6" MINIMUM DISTANCE BETWEEN BOTTOM STEP TREAD AND POOL FLOOR TO ALLOW FOR PROPER CONCRETE COVERAGE 4. MODIFY CONCRETE INSIDE GUTTER AS REQUIRED TO ACCOMMODATE GUTTER GRATING GEOMETRY AND THICKENED WALL BEHIND STEPS POOL FINISH RECESSED STEP GRAB RAILS, SEE PLANS & SPECIFICATIONS FOR EXACT MODEL AND LOCATIONS SLIP-RESISTANT TREAD CYCOLAC STEP INSERT POOL FINISH THICKENED GUTTER WALL AT RECESSED STEPS; 5" [125] MIN [1 7 5 ] 7" [4 0 0 ] 1' - 3 1 / 2 " [1 7 5 ] 7" [1 5 0 ] 6 " [125] 5" [8 0 ] 3 " [400] 1' - 3 1/2" EQ.EQ. [3 0 0 ] 1' - 0 " M A X . [450] 1' - 5 1/2" TOP OF SLOPED GUTTER WALL BEYOND B B SLOPED GUTTER WALL BEYOND DECK EQ EQ [3 0 0 ] 1' - 0 " M A X . [3 0 0 ] 1' - 0 " M A X . ANCHOR, & ESCUTCHEON PLATE, TYP; SEE PLANS & SPECIFICATIONS FOR QUANTITIES, MODEL & LOCATIONS [7 5 0 ] 2' - 6 " FOR STRUCTURAL REINFORCING, [550] 1' - 10" SEE NOTE 4 [750] 2' - 6" DalFLEX LANE LINE EXTENSION ANCHOR PER MANUFACTURER RECOMMENDATIONS GUTTER TROUGH CLOSED HATCH WITH SLIP RESISTANT SURFACE INSTALL FLUSH WITH GRATING AND ADJACENT FINISH SEE GUTTER DETAIL OPEN HATCH (MATCH GRATING WITH SLIP RESISTANT FINISH SS PIVOT PIN BASE BASE FLIP UP HATCH 3D IMAGE WATER FEATURE; SEE FEATURE SCHEDULE REMOVABLE TOEGUARD 3/8" (10mm) EARTH GROUND STUD 4 X 3/4" (20mm) S.S. HEIGHT & LEVELING CONTROL ANCHOR STUDS WITH HARDWARE. DRILL & EPOXY GROUT STUDS CONCRETE SLAB; TYPICAL FLOOR REINFORCING FLAT SURFACE MOUNTSLOPED SURFACE MOUNT LEVELING PLATE MUST BE INSTALLED LEVEL USING 5/8" LEVELING NUTS SUPPLIED BY INSTALLER NON-SHRINK, NON-METALLIC GROUT AS NEEDED FOR LEVEL INSTALLATION BETWEEN BOTTOM OF REMOVABLE TOEGUARD / LEVELING PLATE AND FLOOR SLOPE NOTES: 1. TILES SHALL BE INSTALLED SO THAT FINISHED FACE OF TILE IS FLUSH WITH FINISHED SURFACE OF POOL SURFACE 2. ALL TILES SHALL BE IN A CONTRASTING COLOR TO POOL FINISH, BOTH FLOOR AND WALL. CONFIRM TILE COLOR WITH OWNER/ARCHITECT POOL WALL FLOOR MARKER WALL TARGET AL I G N W A L L T A R G E T S W I T H F L O O R M A R K E R S [2 0 0] TYP 8" [20 0]TYP 8" [3 0 0 ] TY P 1' - 0 " [7 5 ] 3" 5 ' - 0 " [2 0 0] MI N 8" [20 0]MI N 8" LANE MARKERS - WALL SR1 C07A LANE MARKERS - FLOOR SR1 C07A 6' - 0" 5' - 9" 3' - 3" INNER RAIN BAND OUTER RAIN BAND DMX CONTROLLED 12V LED PAR CAN LIGHT (RGBAW) 2" PVC PIPE, REFER TO PIPING PLAN FOR LINE SIZE DETAILS. TENSION SUPPORT CABLE 4 POINT CONNECTION EQUALLY SPACED 1" PVC ELECTRICAL CONDUIT PLAN VIEW SECTION VIEW NOTE: 1. ADDITIONAL SPACE WILL BE REQUIRED FOR THE WALL-MOUNTED CONTROLLER. 2. OPTIONAL SOUND PACKAGE AND AUXILIARY SOUND SYSTEM AVAILABLE. REFER TO WATER FEATURE SCHEDULE. DETAIL VIEW 1" = 1'-0" PL116 1 GRAB RAIL - CYCOLAC RECESSED STEP DETAIL VIEW 3/4" = 1'-0" PL116 2 ACTIVITIES - WATER BASKETBALL ANCHOR DETAIL VIEW 3/4" = 1'-0" PL116 3 ANCHOR - ROCKSOLID INSTALL DETAIL VIEW 1/2" = 1'-0" PL116 9 FLOOR MARKERS AND WALL TARGETS Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:36 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL116 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - INDOOR LEISURE POOL DETAILS DETAIL VIEW 1 1/2" = 1'-0" PL116 4 ANCHOR - VORTEX SAFESWAP DETAIL VIEW 1 1/2" = 1'-0" PL116 5 ANCHOR - VORTEXT GROUND SPRAY DETAIL VIEW 1" = 1'-0" PL116 7 RAIL - BARRIER DETAIL VIEW 3" = 1'-0" PL116 10 ANCHOR - DalFLEX LANE LINE DETAIL VIEW 1 1/2" = 1'-0" PL116 6 ANCHOR - VORTEX SURFACE MOUNT DETAIL VIEW 1/2" = 1'-0" PL116 8 SUN SHOWER 1 1 BB CC DD N PL117 2 A -32" ENCLOSED BODY SLIDE PL200 3 PL117 3 A -32" ENCLOSED BODY SLIDEA -32" ENCLOSED BODY SLIDE STANDARD SLIDE NOTES: 1. INCLUDE A LOCKING GATE AT ENTRY TO STAIR TOWER 2. PROVIDE DECK MOUNTED RAILING SYSTEM AROUND ANY OBSTRUCTION FROM SLIDE OR SUPPORT SYSTEM WHICH ARE LOWER THAN 7'-0" FROM DECK ELEVATION. 3. SEE SLIDE MANUFACTURER'S DRAWINGS FOR FOOTINGS AND PIERS TO BE INCLUDED IN THE BASE BID. 4. PROVIDE SLIDE TIMER SYSTEM AS AN ALTERNATE. CC 4 PL117 7 PL117 Pool Deck Level -Indoor 100' -0" [1 2 2 5 ] 4' - 0 " [4275] 14' - 0" [1 5 0 ] 6" [1 5 0 ] 6" [300] 1' - 0" [500] 1' - 7 3/4" FOR STRUCTURAL REINFORCING, PL118 3 Pool Deck Level -Indoor 100' -0" [1 2 2 5 ] 4' - 0 " [975] 3' - 2" [300] 1' - 0" [1025] 3' - 4" [1 5 0 ] 6" [1 5 0 ] 6" FOR STRUCTURAL REINFORCING, PL118 3 6 PL117 5 PL117 Pool Deck Level -Indoor 100' -0" [975] 3' - 2" [1 2 2 5 ] 4' - 0 " FOR STRUCTURAL REINFORCING, PL118 3 [450] 1' - 6" [450] 1' - 6" [1 5 0 ] 6" [1 5 0 ] 6" Pool Deck Level -Indoor 100' -0" [1425] 4' - 8" [1 2 2 5 ] 4' - 0 " PL118 3 FOR STRUCTURAL REINFORCING, [450] 1' - 6" [450] 1' - 6" [1 5 0 ] 6" [1 5 0 ] 6" Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:43 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL117 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - SLIDE PLAN AND SECTIONS PLAN VIEW 3/16" = 1'-0" PL117 1 POOL A - SLIDE SCHEDULE - SLIDE A DATA POOL ID SLIDE INFORMATION TOWER INFORMATION SLIDE TYPE MANUFACTURER SLIDE LENGTH (FT) SLIDE HEIGHT (FT) SLIDE FLOW (GPM) TOWER HEIGHT (FT) TOWER MATERIAL RAILING TYPE A 32" ENCLOSED BODY SLIDE SPLASHTACULAR 238.24 29.75 500 29.75 CONCRETE FIBERGLASS A 32" ENCLOSED BODY SLIDE SPLASHTACULAR 221.96 29.75 500 29.75 CONCRETE FIBERGLASS A 32" ENCLOSED BODY SLIDE SPLASHTACULAR 234.26 29.75 500 29.75 CONCRETE FIBERGLASS PLAN VIEW 3/8" = 1'-0" PL117 2 POOL A - ENLARGED SLIDE SUMP SECTION VIEW 3/8" = 1'-0" PL117 7 SLIDE SECTION VIEW 3/8" = 1'-0" PL117 4 SLIDE PLAN VIEW 3/8" = 1'-0" PL117 3 POOL A - ENLARGED SLIDE SECTION VIEW 3/8" = 1'-0" PL117 5 SLIDE SECTION VIEW 3/8" = 1'-0" PL117 6 SLIDE NOTE: SLIDE 3 FLUME IS ALTERNATE, SLIDE STRUCTURE, FOOTINGS AND PIPING INCLUDED IN BASE BID. DECK T.O.C. ELEV. REFER TO SLIDE SHOP DRAWINGS DECK T.O.C. ELEV. REFER TO SLIDE SHOP DRAWINGS SLIDE COLUMN & FLUME SUPPORT NOTES: 1. DESIGN AND INSTALLATION OF SLIDE FIBERGLASS, SLIDE TOWER, AND STEEL SUPPORT SYSTEM SHALL BE THE RESPONSIBILITY OF THE SLIDE VENDOR. 2. STRUCTURAL DESIGN OF CONCRETE SLIDE SUPPORT PEDESTALS & FOUNDATIONS SHALL BE BY THE SLIDE VENDOR IN COMPLIANCE WITH THE PROJECT GEOTECHNICAL REPORT. DETAILS PROVIDED ARE REPRESENTATIVE OF SPREAD FOOTINGS, THEY ARE NOT SITE SPECIFIC, AND MAY NOT REFLECT THE FINAL ENGINEERED FOUNDATION TYPE. POOL CONTRACTOR SHALL REFER TO SLIDE VENDOR ENGINEER'S STRUCTURAL SHOP DRAWINGS FOR FINAL DETAILS & SPECIFICATIONS, INCLUDING PEDESTAL & FOUNDATION SIZES, ELEVATIONS AND REINFORCING STEEL. 3. SLIDE FOUNDATION DESIGN SHALL BE COORDINATED SUCH THAT SLIDE LOADS DO NOT SURCHARGE BUILDING, POOLS, POOL PIPING, OR OTHER NEARBY STRUCTURES. 4. GENERAL CONTRACTOR, POOL CONTRACTOR, & SLIDE VENDOR/INSTALLER SHALL COORDINATE SLIDE TOWER & SLIDE SUPPORT SYSTEM INSTALLATION, INCLUDING CONCRETE EMBEDS, REINFORCEMENT AND ANCHORS. 5. ALL EXCAVATION FOR SLIDE FOUNDATIONS SHALL BE PERFORMED BY THE POOL CONTRACTOR AND COORDINATED WITH THE GENERAL CONTRACTOR & SLIDE VENDOR/INSTALLER. SEE SLIDE VENDOR ENGINEER'S STRUCTURAL SHOP DRAWINGS FOR FOUNDATION DEPTHS AND SIZES. COLUMN 1/2" EXPANSION JOINT AND CAULK SLOPE DECK AWAY FROM COLUMN ℄ NON-SHRINK, NON-METALIC STRUCTURAL GROUT. SLOPE TO DRAIN. PROVIDE WEEP HOLES AS REQUIRED BY THE MANUFACTURER. REFER TO SLIDE SHOP DRAWINGS HAND RUBBED CONCRETE FC C01A,C SLIDE COLUMN (SEE NOTE 1) REINFORCED CONCRTE PEDESTAL (SEE NOTES 2 & 4) REINFORCED CONCRTE SLIDE SUPPORT FOUNDATION (SEE NOTES 2, 3, & 4) (S E E N O T E 5 ) FO U N D A T I O N D E P T H 1/2" EXPANSION JOINT AND CAULK SLOPE DECK AWAY FROM COLUMN NON-SHRINK, NON-METALIC STRUCTURAL GROUT. SLOPE TO DRAIN. PROVIDE WEEP HOLES AS REQUIRED BY THE MANUFACTURER. REFER TO SLIDE SHOP DRAWINGS COLUMN ℄ HAND RUBBED CONCRETE FC C01A,C SLIDE FLUME SUPPORT. (SEE NOTE 1) REINFORCED CONCRTE PEDESTAL (SEE NOTES 2 & 4) REINFORCED CONCRTE SLIDE SUPPORT FOUNDATION (SEE NOTES 2, 3, & 4) (S E E N O T E 5 ) FO U N D A T I O N D E P T H [5 0 ] 1 1 / 2 " [50] 2" 1/4"x20x1 DEEP SIMPSON 316L STAINLESS STEEL DROP ANCHOR, MODEL #DIA 256SS TO SECURE GRATING 1 1/2" STRONGWELL DURAGRID I-4000, I BAR GRATING 26" W x 54" L x 1 1/2" BAR HEIGHT, 40% OPEN AREA, WITH UV INHIBITOR AND ANTI-SKID GRIT SURFACE. COLOR BY ARCHITECT. 1/4"x20x1 BRONZE SOCKET HEAD CAP SCREW INSIDE FACE OF SUMP WALL CROSS ROD I-4000 316L STAINLESS STEEL INSERT CLIP, MODEL #758 NOTE: IF MULTIPLE GRATE PANELS ARE REQUIRED, INSTALL DURAGRID I-4000 INSERT CLIP HOLD-DOWNS, MODEL # 758 AND 1 1/2"x1 1/2"x3/16" PVC ANGLE UNDERBAR AT MIDSPAN TO CONNECT MULTIPLE PANELS IF SUMP IS LONGER THAN 60". IF MULTIPLE PANELS ARE REQUIRED, THEY ARE TO BE EQUAL LENGTHS. DETAIL VIEW 3/4" = 1'-0" PL118 1 SLIDE COLUMN SUPPORT DETAIL VIEW 3/4" = 1'-0" PL118 2 SLIDE FLUME SUPPORT Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:43 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL118 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - SLIDE DETAILS DETAIL VIEW 3" = 1'-0" PL118 3 SUMP GRATING 1 1 HH GG N 1 PL121 4 PL121 3 PL121 2 PL121 B01 3 PL122 2 PL122 4 PL122 PL122 7 INSTALL A CONTRASTING VERTICAL TILE STRIPE FROM 4" ABOVE FLOOR UP TO THE WATERLINE TILE. TYPICAL ALL INSIDE CORNERS. /7 PL102 -4' - 0" WD -4' - 0" WD -4' - 0" WD-3' - 6" WD -3' - 6" WD PL102 1 B01 B04 B05 B02B02 B02 PL122 6 PL102 6 B01 B04 B05 B06 1 1 HH GG N [2750] 9' - 0" [1 2 2 5 ] 4' - 0 " [3 0 0 ] 1' - 0 " [2 1 2 5 ] 7' - 0 " [4 1 2 5 ] 13 ' - 6 " [4 5 0 ] 1' - 6 " [600] 2' - 0" R 6 " [750] 2' - 6" [3750] 12' - 4" R 6 " R 1 ' - 0 " R 1' - 0" R 1 ' - 0 " R 5 ' - 6 " R 7 ' - 0 " [2275] 7' - 6" [3300] 10' - 10" [2 4 5 0 ] 8' - 0 " [1225] 4' - 0" R 1 ' - 6 " R 1 ' - 6 " R 6"R 6 " [1225] 4' - 0" [4 5 0 ] 1' - 6 " [6 1 0 0 ] 20 ' - 0 " [9900] 32' - 5 3/4" [3000] 9' - 10" [1025] 3' - 4" [2 0 5 0 ] 6' - 9 " [1375] 4' - 6" 14' - 2" [1 0 7 5 ] 3' - 6 " [1 0 7 5 ] 3' - 6 " [1 0 7 5 ] 3' - 6 " [975] 3' - 2" [150] 6" [150] 6" DIMENSIONING NOTES: 1. ALL DIMENSIONS ARE SHOWN FROM POOL FINISH TO POOL FINISH (THIS PLAN) Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:44 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL120 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL B - IN/OUT WHIRLPOOL PLAN SCHEDULE - CUSTOM RAILGOODS - POOL B POOL ID EQUIPMENT ID EQUIPMENT QTY MANUFACTURER DESCRIPTION B 01 HAND RAIL 2 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CUSTOM FABRICATED, 316L SS, 1.50” OD x .120 WALL THICKNESS, 500 GRIT FINISH MIN. SCHEDULE - BASIS OF DESIGN - POOL B POOL ID EQUIPMENT ID EQUIPMENT QTY MANUFACTURER DESCRIPTION B 01 TRANSFER RAIL 1 SR SMITH 15" ADA TRANSFER RAIL 316L SS, 1.50” OD x .120 WALL THICKNESS, 500 GRIT FINISH MIN. B 02 LIGHT & NICHE 3 PENTAIR INTELLIBRITEDS COLOR CHANGING LED POOL LIGHT, 500W EQUIVALENCY, 120V, WITH SS FACE RING, PROVIDE COMPLETE WITH PENTAIR POOL PRODUCTS LARGE SS NICHES WITH 1" REAR HUB. B 04 ESCUTCHEON PLATE 8 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL STAINLESS STEEL ROUND ESCUTCHEON FOR 1.50" O.D. RAILS B 05 WEDGE ANCHOR 8 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CAST BRONZE, 4-1/4" LONG, ACCEPTS 1.500" OD TUBING B 06 THERMAL COVER 1 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL THERMAL COVER FOR OUTDOOR WHIRLPOOL PORTION PLAN VIEW 3/8" = 1'-0" PL120 1 POOL B - IN/OUT WHIRLPOOL PLAN VIEW 3/8" = 1'-0" PL120 2 POOL B - IN/OUT WHIRLPOOL DIMENSION FILTER DRAIN RATE 300 GPM FILTRATION RATE 0.95 GPM/FT² TURNOVER/VOLUME/FLOW 20 MIN. 7,225 GAL. 361 GPM CIRCULATION RATE 361 GPM TOTAL VOLUME OF WATER 7,225 GALLONS POOL VOLUME 7,225 GALLONS POOL WATER TEMPERATURE 104 °F WATER SURFACE AREA 327 SQUARE FEET POOL PERIMETER 122 FEET DESCRIPTION QTY UNITS POOL B- IN/OUT WHIRLPOOL DATA Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" POOL B -SWL 101' -0" TOP OF WALL 101' -6" SR2 C07 BENCH AND STAIR NOSING - CONSTRASTING B VERTICAL SURFACE (WET) KT1 C01B HORIZONTAL SURFACE (WET) SR1 C06B HORIZONTAL SURFACE (DRY) SR1 C06B HORIZONTAL SURFACE (DRY) SR1 C06B SR2 C07 BENCH AND STAIR NOSING - CONSTRASTING B [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [2450] 8' - 0" [600] 2' - 0" [150] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 2 2 5 ] WD 4' - 0 " [1525] 5' - 0" [1525] 5' - 0" [1 5 0 ] 6" [1 5 0 ] 6" [4 5 0 ] 1' - 6 " PL102 2 /3 PL102 [9 2 5 ] 3' - 0 " B01 [9 2 5 ] 3' - 0 " VERTICAL SURFACE (DRY) SR1 C06B VERTICAL SURFACE (DRY) SR1 C06B Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" POOL B -SWL 101' -0" TOP OF WALL 101' -6" B01 [1 2 2 5 ] WD 4' - 0 " [4 5 0 ] 1' - 6 " [7 5 0 ] 2' - 6 " [6100] 20' - 0" [2450] 8' - 0" [600] 2' - 0" PL102 1 PL122 3 PL122 2 PL122 7 B02 [5 2 5 ] 1' - 9 " PL122 6 Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" POOL B -SWL 101' -0" TOP OF WALL 101' -6" B01 1:15 [1 2 2 5 ] WD 4' - 0 " [4 5 0 ] 1' - 6 " [7 5 0 ] 2' - 6 " [1 0 7 5 ] WD 3' - 6 " [4 5 0 ] 1' - 6 " [6 0 0 ] 2' - 0 " [3300] 10' - 10" [2275] 7' - 6" [1225] 4' - 0" [300] 1' - 0" [1225] 4' - 0" B01 [1575] 5' - 2" PL102 1PL122 3 PL122 2 PL122 7 [4 5 0 ] 1' - 6 " B02 B01 PL102 6 [1025] 3' - 4" Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" POOL B -SWL 101' -0" TOP OF WALL 101' -6" 1 :1 5 [1 0 7 5 ] WD 3' - 6 " [6 0 0 ] 2' - 0 " [4 5 0 ] 1' - 6 " [1 2 2 5 ] WD 4' - 0 " [7 5 0 ] 2' - 6 " [4 5 0 ] 1' - 6 " [9875] 32' - 5" [2275] 7' - 6" [3300] 10' - 10" PL102 1 PL122 3 PL122 2 [5 2 5 ] 1' - 9 " B02 PL122 6 Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:45 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL121 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL B - IN/OUT WHIRLPOOL SECTIONS SECTION VIEW 1" = 1'-0" PL121 4 POOL B - IN/OUT WHIRLPOOL STAIR SECTION VIEW 3/8" = 1'-0" PL121 3 POOL B - IN/OUT WHIRLPOOL SECTION VIEW 3/8" = 1'-0" PL121 2 POOL B - IN/OUT WHIRLPOOL SECTION VIEW 3/8" = 1'-0" PL121 1 POOL B - IN/OUT WHIRLPOOL SWL SWL SWL SWL SWL SWL | BY DECK CONTRACTOR | BY POOL CONTRACTOR WD V A R I E S VERTICAL SURFACE (WET) SR1 C06B HORIZONTAL SURFACE (WET) QA C06B HORIZONTAL SURFACE (DRY) SR1 C06B EXPANSION JOINT BY DECK CONTRACTOR VERTICAL SURFACE (DRY) KT1 C06B S812 C07 TRIM TILE - RADIUSB BOND BREAKER; BY DECK CONTRACTOR SEE DECK DRAWINGS FOR POOL DECK [4 5 0 ] 1' - 6 " TILE - WATERLINE KT1 C01B [1 5 0 ] 6" [50] 2 1/2" VARIES PL122 1 | BY DECK CONTRACTOR | BY POOL CONTRACTOR VERTICAL SURFACE (WET) SR1 C06B HORIZONTAL SURFACE (DRY) SR1 C06B VERTICAL SURFACE (DRY) KT1 C06B S812 C07 TRIM TILE - RADIUSB TILE - WATERLINE KT1 C01B [7 5 ] 3" [1 5 0 ] 6" VARIES S812 C07 TRIM TILE - RADIUSB NOTES: 1. ALL WELDS SHALL BE GROUND SMOOTH. 2. TRANSFER WALL HEIGHT SHALL BE 18" TO THE FINISHED SURFACE AS MEASURED FROM THE CLEAR DECK SPACE ADJACENT. ℄ ℄ [1525] CLEAR DECK SPACE 5' - 0" MIN [3 5 0 ] 1' - 2 " [1 0 0 - 1 5 0 ] 4" - 6 " TRANSFER RAIL [2 2 5 ] 9" VA R I E S [1 0 0 - 1 5 0 ] 4" - 6 " VARIES [225] 9" VARIES VA R I E S WEDGE ANCHOR; TYP. . A . A SIDE VIEWSECTION A-A PLAN VIEW [5 2 5 ] 1' - 9 " RE-LAMPING POSITION; PROVIDE SUFFICIENT CORD LENGTH FOR DECK RE-LAMPING. CONTRACTOR TO VERIFY LENGTH OF CORD REQUIRED SS POOL LIGHT NICHE BONDED TO REBAR POOL WALL FINISH NOTES: 1. - POOL LIGHTS AT LOCATIONS AS INDICATED ON PLAN BY THIS SYMBOL. 2. SEE ELECTRICAL DRAWINGS FOR JUNCTION BOX LOCATIONS. 3. SEE SECTIONS FOR REQUIRED DIMENSIONS TO LIGHTS. 4. LIGHT LOCATIONS SHALL PROVIDE A MIN 3" [75] CONCRETE COVER AT JOINT LOCATIONS AND BE POSITIONED TO PROVIDE ADEQUATE CLEARANCE FROM JOINT WATERSTOP. 5. LIGHT NICHE FURNISHED BY POOL CONTRACTOR. LIGHT NICHE IS GROUNDED/BONDED BY ELECTRICAL CONTRACTOR. 6. LIGHT FIXTURES WITH CORD AND CONDUIT ATTACHED ARE FURNISHED AS SPECIFIED BY THE POOL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL OTHER ELECTRICAL MATERIALS (WATERTIGHT CONDUIT, JUNCTION BOXES, SWITCHES, ETC) ARE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR PER NEC CODE ARTICLE 680. POOL LIGHTS SHALL BE GFI PROTECTED PER NEC ARTICLE 680. POOL LIGHT WATERTIGHT CONDUIT WITH CORD TO JUNCTION BOX PER NOTE 5 FILL & COVER CONDUIT OPENING WITH BUTYL TAPE TO PROVIDE WATERTIGHT CONDUIT [50] 2 1/2" [375] VARIES [125] 5" R 3 " | BY DECK CONTRACTOR | BY POOL CONTRACTOR [1 5 0 ] FR E E B O A R D 6" VA R I E S EXPANSION JOINT BY DECK CONTRACTOR [4 5 0 ] 1' - 6 " SR2 C07 BENCH AND STAIR NOSING - CONSTRASTING B VERTICAL SURFACE (WET) QA C06B VERTICAL SURFACE (WET) SR1 C06B HORIZONTAL SURFACE (WET) SR1 C06B HORIZONTAL SURFACE (WET) QA C06B TILE - WATERLINE KT1 C01B FOR STRUCTURAL REINFORCING S862 C07 TRIM TILE - BULLNOSEB VERTICAL SURFACE (DRY) KT1 C06B S812 C07 TRIM TILE - RADIUSB HORIZONTAL SURFACE (DRY) SR1 C06B BOND BREAKER; BY DECK CONTRACTOR VA R I E S [4 5 0 ] 1' - 6 " TILE - WATERLINE KT1 C01B TILE - WATERLINE KT1 C01B TILE - WATERLINE KT1 C01B TILE - WATERLINE KT1 C01B FOR STRUCTURAL REINFORCING BENCH NOSING EXPANSION JOINT BY DECK CONTRACTOR SEE DECK DRAWINGS FOR POOL DECK VARIES [50] 2" R 3 " | BY DECK CONTRACTOR | BY POOL CONTRACTOR [1 5 0 ] FR E E B O A R D 6" [9 2 5 ] 3' - 0 " W D SEE DECK DRAWINGS FOR POOL DECK EXPANSION JOINT BY DECK CONTRACTOR [4 5 0 ] 1' - 6 " SR2 C07 BENCH AND STAIR NOSING - CONSTRASTING B VERTICAL SURFACE (WET) QA C06B VERTICAL SURFACE (WET) SR1 C06B HORIZONTAL SURFACE (WET) SR1 C06B HORIZONTAL SURFACE (WET) QA C06B TILE - WATERLINE KT1 C01B FOR STRUCTURAL REINFORCING S862 C07 TRIM TILE - BULLNOSEB VERTICAL SURFACE (DRY) KT1 C06B [50] 2 1/2" S812 C07 TRIM TILE - RADIUSB HORIZONTAL SURFACE (DRY) SR1 C06B | BY DECK CONTRACTOR | BY POOL CONTRACTOR WD V A R I E S VERTICAL SURFACE (WET) SR1 C06B HORIZONTAL SURFACE (WET) QA C06B FOR STRUCTURAL REINFORCING HORIZONTAL SURFACE (DRY) SR1 C06B S862 C07 TRIM TILE - BULLNOSEB TILE - WATERLINE KT1 C01B EXPANSION JOINT BY DECK CONTRACTOR VERTICAL SURFACE (DRY) KT1 C06B S812 C07 TRIM TILE - RADIUSB BOND BREAKER; BY DECK CONTRACTOR SEE DECK DRAWINGS FOR POOL DECK [4 5 0 ] 1' - 6 " S862 C07 TRIM TILE - BULLNOSEB Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:46 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL122 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL B - IN/OUT WHIRLPOOL DETAILS DETAIL VIEW 1 1/2" = 1'-0" PL122 2 POOL WALL DETAIL VIEW 3" = 1'-0" PL122 1 POOL WALL - FINISH DETAIL VIEW 1/2" = 1'-0" PL122 7 RAIL DETAIL - TRANSFER DETAIL VIEW 1 1/2" = 1'-0" PL122 6 POOL LIGHT - WHIRLPOOL DETAIL VIEW 1 1/2" = 1'-0" PL122 4 POOL WALL - SKIMMER DETAIL VIEW 1 1/2" = 1'-0" PL122 3 POOL WALL - BENCH DETAIL VIEW 1 1/2" = 1'-0" PL122 5 POOL WALL - SKIMMER N 4 PL132 1 PL132 3 PL132 6 PL132 5 PL132 3 PL133 4 PL133 2 PL133 2 PL132 1 PL133 C01 C05C03 C03 C04 C05 C09C03C04C05 C03 C04 C05 C01 F12 F06 F05 F06 F05 C03 C04 C05 F01 C02 C02 C03 C04 C05 TYP. F02 F08 C04C04C05 C04 C05 C04 C05 C03 C04 C05 F04 0" WD -6" WD -1' - 0" WD -1' - 6" WD -2' - 0" WD -2' - 6" WD -2' - 6" WD -2' - 6" WD -3' - 0" WD -3' - 6" WD -3' - 6" WD -4' - 0" WD -4' - 0" WD -5' - 0" WD -9' - 0" WD -3' - 6" WD -3' - 6" WD -3' - 6" WD -3' - 6" WD -3' - 6" WD -3' - 6" WD -3' - 6" WD -4' - 0" WD -3' - 6" WD -3' - 0" WD -2' - 6" WD -2' - 0" WD -1' - 6" WD -1' - 0" WD -6" WD 0" WD 2 PL136 3 PL136 4 PL136 5 PL136 6 PL115 9 PL115 7 PL136 6 PL136 10 PL115 C07 PL136 8 PL137 2 PL116 4 PL116 4 PL116 4 PL116 4 4" CONTRASTING TILE BAND @ 5' -0" WD CONTINUOUS ON POOL FLOOR AND WALLS. COLOR CONTRASTING TO POOL FINISH. /4 PL102 INSTALL A CONTRASTING VERTICAL TILE STRIPE FROM 4" ABOVE FLOOR UP TO THE WATERLINE TILE. TYPICAL ALL INSIDE CORNERS. /7 PL102 PL102 1 C10 TYP. F11 C01 C01 C04 C04 C05 C05 C07 /5 PL116 PL137 1 /5 PL116 C02 C02 C02 C02 C02 C02 C02 C02 C02 C02 C02 PL102 6 F03 C04C04 C05 F07 C08 -9' - 0" WD -9' - 0" WD -12' - 0" WD -12' - 0" WD -12' - 0" WD F10 F10 F09 C08 C08 C07 C11 C11 C11 C11 C12 C13 C02 C02 C02 C02 C02 C02 C02 C02 C02 Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:50 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL130 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - OUTDOOR ACTIVITY POOL PLAN SCHEDULE - CUSTOM RAILGOODS - POOL C POOL ID EQUIPMENT ID EQUIPMENT QTY MANUFACTURER DESCRIPTION C 01 HAND RAIL 3 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CUSTOM FABRICATED, 316L SS, 1.50” OD x .120 WALL THICKNESS, 500 GRIT FINISH MIN. C 02 HAND RAIL 2 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CUSTOM FABRICATED, 316L SS, 1.50” OD x .120 WALL THICKNESS, 500 GRIT FINISH MIN. C 03 HAND RAIL 2 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CUSTOM FABRICATED, 316L SS, 1.50” OD x .120 WALL THICKNESS, 500 GRIT FINISH MIN. C 04 BARRIER RAILING 1 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CUSTOM FABRICATED, 316L SS, 1.50 OD X .120 WALL THICKNESS, 500 GRIT FINISH MIN BARRIER RAILING WITH HTTP KNOTLESS NETTING. PROVIDE 1 3/4" INCH SQUARE MESH. COLOR BY OWNER/ARCHITECT SCHEDULE - BASIS OF DESIGN - POOL C POOL ID EQUIPMENT ID EQUIPMENT QTY MANUFACTURER DESCRIPTION C 01 POOL LIFT 1 SR SMITH, AQUA CREEK, OR EQUAL STANDARD ANCHORED, ROTATIONAL POOL LIFT, WITH 400 LB MINIMUM LIFTING CAPACITY. MUST MEET ALL APPLICABLE ADA REQUIREMENTS, WHILE MAINTAINING REQUIRED DECK CLEARANCE. PACKAGE TO INCLUDE ARMRESTS, ANCHOR, LIFT COVER, BATTERY CHARGER, AND CADDY C 02 LIGHT & NICHE 20 PENTAIR INTELLIBRITEDS COLOR CHANGING LED POOL LIGHT, 500W EQUIVALENCY, 120V, WITH SS FACE RING, PROVIDE COMPLETE WITH PENTAIR POOL PRODUCTS LARGE SS NICHES WITH 1" REAR HUB. C 03 GRAB RAILS (PAIRS) 6 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL PRETZEL BEND STYLE, 1.50” OD x .120 WALL THICKNESS, 500 GRIT FINISH MIN. C 04 ESCUTCHEON PLATE 52 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL STAINLESS STEEL ROUND ESCUTCHEON FOR 1.50" O.D. RAILS C 05 WEDGE ANCHOR 52 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL CAST BRONZE, 4-1/4" LONG, ACCEPTS 1.500" OD TUBING C 06 IN-WALL STEPS 17 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL 17-1/2” x 6”, INJECTION MOLDED PLASTIC, PEBBLE TEXTURE, 1/4” WALL THICKNESS C 07 CUP ANCHOR 4 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL 4” SQUARE 304L SS ANCHOR AND 304L SS EYE BOLT C 08 SAFETY ROPE 2 PARAGON AQUATICS 3/4" POLYETHYLENE ROPE WITH 5"x9" HANDI-LOCK FLOAT, VERIFY LENGTH WITH PLANS C 09 AQUATIC CLIMBING WALL 1 AQUACLIMB ASCENT AQUACLIMB AQUATIC CLIMBING WALL. COLORS BY ARCHITECT. 78-1/2" WIDE x 154" HIGH C 10 BASKETBALL HOOP 1 CUSTOM CUSTOM FABRICATED WITH BASKETBALL HOOP ISLAND C 11 LIFEGUARD CHAIR 4 TAILWIND, KEIFER, SPECTRUM AQUATICS, SR SMITH OR APPROVED EQUAL OWNER FURNISHED C 12 SAFETY PAD 1 RENOSYS 4” THICK SOFTSIDE SLIP RESISTANT PADDED SAFTEY FLOORING WITH SAFETY NETTING C 13 BARRIER STANCHION 4 PARAGON AQUATICS, SPECTRUM AQUATICS, SR SMITH OR EQUAL 1.900” OD x .145 WALL x 8'-0”, PROVIDE SLIDING COLLAR, WITH EYE BOLT SCHEDULE - WATER FEATURE - POOL C POOL ID FEATURE ID FEATURE QTY MANUFACTURER DESCRIPTION GPM (ea) GPM (Total) C F01 SPRAY FEATURE 1 VORTEX SPRAYLINK BLOOM (VOR 3006) 9 9 C F02 SPRAY FEATURE 3 VORTEX SPRAYLINK FUNNEL (VOR 3008)8 24 C F03 SPRAY FEATURE 1 VORTEX ALTO N°3 (VOR 7132) 18 18 C F04 DROP SLIDE 1 SPLASHTACULAR 32" ENCLOSED BODY DROP SLIDE 500 500 C F05 SPRAY FEATURE 2 VORTEX RIO WATERFALL (VOR 7243) (SAFESWAP N°2) 90 180 C F06 SPRAY FEATURE 2 VORTEX RIO WATERCURTAIN (VOR 7244) ( SAFESWAP N°2) 90 180 C F07 PLAY STRUCTURE 1 VORTEX PLAY STRUCTURE (42804B) 581.5 581.5 C F08 SPRAY FEATURE 1 VORTEX BAMBOO RAIN (VOR 7730) (SAFESWAP N°2) 14 14 C F09 SPRAY FEATURE 1 VORTEX GLOMIST (VOR 7247) 0.5 0.5 C F10 SPRAY FEATURE 2 VORTEX GLOMIST NANO (VOR 7248) 0.3 0.6 C F11 WATER GEYSER 6 CUSTOM FIELD FABRICATED WATER GEYSER 15 90 C F12 SPRAY FEATURE 1 VORTEX BAMBOO TREE N°1 (VOR 7725) 2 2 PLAN VIEW 3/16" = 1'-0" PL130 1 POOL C - OUTDOOR ACTIVITY POOL AVAILABLE SURGE CAPACITY IN SURGE TANK 5555 GALLONS SURGE FACTOR 1.06 GAL/SQFT FILTER DRAIN RATE 300 GPM FILTRATION RATE 1.41 GPM/FT² TURNOVER/VOLUME/FLOW 120 MIN. 91,772 GAL. 765 GPM TURNOVER/VOLUME/FLOW 60 MIN. 91,600 GAL. 1,527 GPM CIRCULATION RATE 2,291 GPM TOTAL VOLUME OF WATER 183,372 GALLONS SURGE TANK OPERATING VOLUME 13,832 GALLONS SLIDE STORAGE VOLUME 10,252 GALLONS POOL VOLUME 159,288 GALLONS POOL WATER TEMPERATURE 84 °F WATER SURFACE AREA 5,255 SQUARE FEET POOL PERIMETER 588 FEET DESCRIPTION QTY UNITS POOL C-OUTDOOR ACTIVITY POOL DATA NOTE: GLOMIST FEATURES F09 AND F10 ARE NOT PART OF THE POOL FILTERED WATER SYSTEM. THESE FEATURES ARE CONNECTED TO POTABLE WATER SUPPLY AS A FLOW THROUGH SYSTEM. 1 1 HH JJ KK LL FF GG N [5 5 7 5 ] 18 ' - 3 1 / 2 " [12200] 40' - 0" [850] 2' - 9" [5950] 19' - 6" [2675] 8' - 9 3/4" [4 1 0 0 ] 13 ' - 5 " [2975] 9' - 9" R 1 5 ' - 0 " R 2 0 ' - 0 " R 2 0 ' - 0 " R 6' - 0" R 10' - 0" R 1 0 ' - 0 " 1:14 1:1 4 R 15' - 0" R 1 6' - 0 " R 6" R 6' - 0" R 2 0' - 0" R 6' - 0" R 30' - 0" R 2 5 ' - 0 " [1825] 6' - 0" R 4' - 6" R 3 6 ' - 0 " R 1' - 0" R 2 5 ' - 0 " R 9 " R 3 ' - 6 " R 3 ' - 6 " R 11' - 0" R 6 " R 6" R 1 2' - 0" R 9' - 6 " R 2' - 0" R 12' - 0" R 12' - 0" R 1 4' - 0" R 1 0 ' - 0 " R 1 3' - 0" R 8' - 0" R 1' - 0" R 12' - 0" R 25' - 0" R 4 ' - 0 " R 1 9' - 0 " R 2 1' - 0 " R 1 6' - 0" R 2 1 ' - 0 " R 5 ' - 0 " R 21' - 0" R 3' - 0 " R 1 6 ' - 0 " R 9 ' - 0 " R 4 2 ' - 0 " R 3 5 ' - 0 " R 2 8 ' - 0 " R 2 1 ' - 0 " R 1 4 ' - 0 " R 14' - 0" R 1 4 ' - 0 " R 7 ' - 0 " R 7' - 0" R 7 ' - 0 " R 14' - 0" R 27' - 0" R 1 4 ' - 0 " R 7' - 0 " R 21' - 0"R 20' - 0" R 27' - 0" 1:14 R 15' - 0" [1900] 6' - 2 1/2" [ 1 2 7 5 ] 4 ' - 2 " [1725] 5' - 8" [1225] 4' - 0" [2000] 6' - 6 1/2" [2650] 8' - 8 1/4" [ 5 2 5 ] 1 ' - 8 1 / 2 " [ 4 0 0 ] 1 ' - 3 1 / 2 " [2275] 7' - 5 3/4" [6900] 22' - 8" [2300] 7' - 7" 1: 3 9 ' - 3 " 3 5' - 6 3/4" 7 ' - 9 " 3' - 6" 13' - 0" R 23' - 0" R 24' - 2" R 30' - 0" [ 2 7 7 5 ] 9 ' - 0 3 / 4 " [2875] 9' - 4 3/4" [1 9 5 0 ]6 ' - 5 " [2 9 7 5 ]9 ' - 9 1 /2 " [24600] 80' - 8 1/2" [5 8 0 0 ] 19 ' - 0 " N -125.16 E -880.11 N -52.72 E -919.37 N -55.58 E -917.59 N -58.89 E -917.74 N -96.54 E -1020.77 N -79.10 E -1017.42 N -34.62 E -1016.68 N -51.69 E -1000.15 N -55.14 E -999.28 N -58.60 E -999.38 N -62.20 E -999.74 [9 2 5 ] 3 ' - 0 " [2 9 5 0 ] 9' - 8 " [3 0 0 ] 1' - 0 " [1025] 3' - 4" [1025] 3' - 4" [600] 2' - 0" [5 8 2 5 ] 19 ' - 1 1 / 4 " [4750] 15' - 7" [3 1 7 5 ] 10 ' - 4 3 / 4 " 7 ' - 1 0 " 1 ' - 6 " 2' - 0" 3' - 1" 2 0' - 0" 9' - 0" 1 4 ' - 4 " 20' - 0" 5' - 6" 1: 1 2 [3 6 7 5 ] 12 ' - 1 " [3 7 7 5 ] 12 ' - 5 " [4225] 13' - 10" [2775] 9' - 1" [5200] 17' - 1" [2 5 5 0 ] 8' - 4 1 / 2 " [3 0 5 0 ] 10 ' - 0 " 1:3 N -34.47 E -943.98 N -36.34 E -945.60 N -36.29 E -942.37 N -34.91 E -939.71 N -35.66 E -936.67 N -36.72 E -938.68 N -46.95 E -929.31 N -45.60 E -939.59 [6550] 21' - 6" DIMENSIONING NOTES: 1. ALL DIMENSIONS ARE SHOWN FROM POOL FINISH TO POOL FINISH (THIS SHEET) Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:54 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL131 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - OUTDOOR ACTIVITY POOL DIMENSION PLAN PLAN VIEW 3/16" = 1'-0" PL131 1 POOL C - OUTDOOR ACTIVITY POOL DIMENSION Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" F12 F08 C02 C07 C01 09 C03 F04 [3 6 5 0 ] WD 12 ' - 0 " [1 2 2 5 ] WD 4' - 0 " [7 5 0 ] WD 2' - 6 " [9 2 5 ] WD 3' - 0 " [1 0 7 5 ] WD 3' - 6 " 4" CONTRASTING TILE BAND @ 5' -0" WD CONTINUOUS ON POOL FLOOR AND WALLS. COLOR CONTRASTING TO POOL FINISH. /4 PL102 1 :3 1 :1 4 PL136 4 PL136 5 PL137 1 PL136 8 C01C01 PL102 1 [3025] 9' - 11 1/4" [6475] 21' - 3" [3775] 12' - 5" C02 [1 5 2 5 ] WD 5' - 0 " 1 :12 Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" C09 C03 C06 F04 [2 7 5 0 ] WD 9' - 0 " [2675] 8' - 9 3/4" [6250] 20' - 6" [4225] 13' - 10" [2775] 9' - 1" [5200] 17' - 1" PL136 5 PL137 1 PL102 1 [2000] 6' - 6 1/2" [3 9 0 0 ] 12 ' - 1 0 " C02 [4 5 0 ] TY P . 1' - 6 " [3 6 5 0 ] WD 12 ' - 0 " [12200] 40' - 0" 1 :3 PL102 6 Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" [1225] 4' - 0" [1225] 4' - 0" SR2 C07 BENCH AND STAIR NOSING - CONSTRASTING C VERTICAL SURFACE (WET) QA C06C [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 0 7 5 ] WD 3' - 6 " [150] 6" [1825] 6' - 0" PL102 2 C03 /3 PL102 [9 2 5 ] 3' - 0 " HORIZONTAL SURFACE (WET) SR1 C06C Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" VERTICAL SURFACE (WET) QA C06C HORIZONTAL SURFACE (WET) SR1 C06C SR2 C07 BENCH AND STAIR NOSING - CONSTRASTING C [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [2125] 7' - 0" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 2 2 5 ] WD 4' - 0 " [1225] 4' - 0" [1525] 5' - 0" [150] 6" [9 2 5 ] 3' - 0 " PL102 2 C01 /3 PL102 Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" F08 C03 F06 C03 C02 C02 [1 0 7 5 ] WD 3' - 6 " [4 5 0 ] 1' - 6 " [6 0 0 ] 2' - 0 " [1 2 2 5 ] WD 4' - 0 " [1 0 7 5 ] WD 3' - 6 " PL136 4 PL115 9 PL115 10 PL102 1 [4 5 0 ] TY P . 1' - 6 " C02 C02 C04 F10 PL102 6 Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" C03 C06 [1 0 7 5 ] WD 3' - 6 " [1 0 7 5 ] WD 3' - 6 " PL136 4 PL115 9 PL137 1 PL102 1 C02 C02 C02 [4 5 0 ] TY P . 1' - 6 " F10 F09 F10 PL102 6 Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:03:57 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL132 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - OUTDOOR ACTIVITY POOL SECTIONS SECTION VIEW 1/4" = 1'-0" PL132 4 POOL C - OUTDOOR ACTIVITY POOL SECTION VIEW 1/4" = 1'-0" PL132 1 POOL C - OUTDOOR ACTIVITY POOL SECTION VIEW 1/4" = 1'-0" PL132 3 POOL C - OUTDOOR ACTIVITY POOL SECTION VIEW 1" = 1'-0" PL132 6 POOL C - OUTDOOR ACTIVITY POOL STAIR SECTION VIEW 1" = 1'-0" PL132 5 POOL C - OUTDOOR ACTIVITY POOL STAIR SECTION VIEW 1/4" = 1'-0" PL132 2 POOL C - OUTDOOR ACTIVITY POOL Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" 09 C09 F04 C03 C01 C03C03 C06 [1 2 2 5 ] WD 4' - 0 " [1 0 7 5 ] WD 3' - 6 " [1 0 7 5 ] WD 3' - 6 " [6 0 0 ] 2' - 0 " [4 5 0 ] 1' - 6 " PL136 4 PL115 9 PL102 1 C01C01 [4 5 0 ] TY P . 1' - 6 " C02 [5 2 5 ] 1' - 9 " C02 F12 PL115 9 PL102 6 Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [300] 1' - 0" [150] 6" [1225] 4' - 0" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [1 5 0 ] 6" [7 5 0 ] WD 2' - 6 " [925] 3' - 0" [900] 3' - 0" C02 /3 PL102 PL102 2 [9 2 5 ] 3' - 0 " [9 2 5 ] 3' - 0 " HORIZONTAL SURFACE (WET) SR1 C06C SR2 C07 BENCH AND STAIR NOSING - CONSTRASTING C VERTICAL SURFACE (WET) QA C06C Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" F06F05 C01 C03 [1 0 7 5 ] WD 3' - 6 " [1 0 7 5 ] WD 3' - 6 " PL136 4 PL115 9C01C01 C02 [4 5 0 ] TY P . 1' - 6 " PL137 1 PL102 6 Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" C01 C03 C06 C03 C07 [1 5 0 ] WD6" [3 0 0 ] WD 1' - 0 " [4 5 0 ] WD 1' - 6 " [6 0 0 ] WD 2' - 0 " [9 2 5 ] WD 3' - 0 " [7 5 0 ] WD 2' - 6 " [1 0 7 5 ] WD 3' - 6 " [1 2 2 5 ] WD 4' - 0 " F02 1:14 C10 C02 C02 [4 5 0 ] 1' - 6 " F11 F03 C01 PL136 4 PL137 1 PL102 1 PL102 6PL136 2 /2 PL137 SECTION VIEW 1" = 1'-0" PL133 3 POOL C - OUTDOOR ACTIVITY POOL STAIR SECTION VIEW 1/4" = 1'-0" PL133 4 POOL C - OUTDOOR ACTIVITY POOL SECTION VIEW 1/4" = 1'-0" PL133 2 POOL C - OUTDOOR ACTIVITY POOL Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:00 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL133 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - OUTDOOR ACTIVITY POOL SECTIONS SECTION VIEW 1/4" = 1'-0" PL133 1 POOL C - OUTDOOR ACTIVITY POOL 1 PL135 2 PL135 [1525] 5' - 0" [1525] 5' - 0" [3 0 5 0 ] 10 ' - 0 " SAFETY ZONE 3 PL135 4 PL135 [6175] 20' - 3" SAFETY ZONE [1 5 2 5 ] 5' - 0 " [1 5 2 5 ] 5' - 0 " Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:02 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL134 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - OUTDOOR ACTIVITY POOL ENLARGED SAFETY ENVELOPE PLAN VIEW 1/2" = 1'-0" PL134 1 POOL C - OUTDOOR ACTIVITY POOL AQUACLIMB PLAN VIEW 3/8" = 1'-0" PL134 2 POOL C - OUTDOOR ACTIVITY POOL DROP SLIDE Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" [3 9 0 0 ] 12 ' - 1 0 " [2 4 5 0 ] 8' - 0 " [3050] 10' - 0" BLACK DASHED LINE REPRESENTS MINIMUM AQUACLIMB SAFETY ENVELOPE Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" [2 4 5 0 ] 8' - 0 " [1525] 5' - 0" [1525] 5' - 0" BLACK DASHED LINE REPRESENTS MINIMUM AQUACLIMB SAFETY ENVELOPE Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" [2 5 2 5 ] 8' - 3 " [1525] 5' - 0" [1525] 5' - 0" BLACK DASHED LINE REPRESENTS MINIMUM DROP SLIDE SAFETY ENVELOPE Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" Pool C -SWL 99' -6" [2 5 2 5 ] 8' - 3 " [6175] 20' - 3" BLACK DASHED LINE REPRESENTS MINIMUM DROP SLIDE SAFETY ENVELOPE SECTION VIEW 3/8" = 1'-0" PL135 4 POOL C - OUTDOOR ACTIVITY POOL DROP SLIDE SECTION VIEW 3/8" = 1'-0" PL135 2 POOL C - OUTDOOR ACTIVITY POOL AQUACLIMB SECTION VIEW 3/8" = 1'-0" PL135 3 POOL C - OUTDOOR ACTIVITY POOL DROP SLIDE SECTION VIEW 3/8" = 1'-0" PL135 1 POOL C - OUTDOOR ACTIVITY POOL AQUACLIMB Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:03 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL135 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - OUTDOOR ACTIVITY POOL ENLARGED SAFETY ENVELOPE SECTIONS SWL DECK SWL SWL SWL SWL SWL B.O. WATERLINE TILE EXPANSION AND CONTROL JOINTS TO BE FINISHED COMPLETELY AROUND COPING FACE CONTROL JOINT - USE STEGMEIER "FRONTIER" JOINT MATERIAL AND NOSE CAP OR SAW CUT. CONTROL JOINTS SHALL BE SPACED UNIFORMLY WITH A 4'-0" MAX DISTANCE BETWEEN JOINTS EXPANSION JOINT BY POOL CONTRACTOR - MATCH JOINT LOCATIONS OF POOL WALL WITH COPING JOINTS DECK SEE TYP WALL DETAIL BY DECK CONTRACTOR BY POOL CONTRACTOR SEAL GUTTER TRENCH W/ ADHESIVE WATERPROOF BONDCOAT BOND BREAKER, BY DECK CONTRACTOR SEE DECK DRAWINGS FOR POOL DECK 1/2" EJ BY DECK CONTRACTOR DEPTH MARKER WITHIN 18" OF WATER'S EDGE, WHERE SHOWN ON PLAN [250] 10" [175] 6 1/2" [225] 8 1/2" C701 C01 TRIM TILE - HANDHOLDC TILE - WATERLINE KT1 C01C VERTICAL SURFACE (WET) QA C06C BY POOL CONTRACTOR BY POOL CONTRACTOR [4 5 0 ] 1' - 6 " [1 5 0 ] 6" [625] 2' - 1" [525] 1' - 9" [100] 4" [25] 1 1/2" [250] 9 1/2" [50] 1 1/2" 12" WIDE PARALLEL PVC GRATING WITH PVC CURB ANGLE. SEE SPECIFICATION SECTION 131142. NOTES: 1. INSTALL GRATING SUPPORT LEDGE DIMENSIONS PER GRATING MANUFACTURER'S REQUIREMENTS BUT NOT BE LESS THAN DETAILED ABOVE. LEDGES SHALL MATCH SLOPE OF GRATING & PROVIDE A FLUSH INSTALLATION. 2. SECURE CURB ANGLE & GRATING PER GRATING MANUFACTURER'S REQUIREMENTS USING PLASTIC ANCHORS, STAINLESS STEEL SCREWS & CLIPS.SECURE GRATING @ 1'-0" [300mm] INTERVALS ON ALTERNATING SIDES. [225] 8 1/2" [325] 1' - 0 1/2" [100] 4" [25] 1 1/4" [75] 2 1/2" LB C01 INTERMEDIATE STEGMEIER EDGE C PL136 1 FOR STRUCTURAL REINFORCING C701 C01 TRIM TILE - HANDHOLDC TILE - WATERLINE KT1 C01C VERTICAL SURFACE (WET) QA C06C HORIZONTAL SURFACE (WET) QA C06C R1" WD VA R I E S LB C01 INTERMEDIATE STEGMEIER EDGE C PL136 1 FOR STRUCTURAL REINFORCING R1" C701 C01 TRIM TILE - HANDHOLDC TILE - WATERLINE KT1 C01C VERTICAL SURFACE (WET) QA C06C HORIZONTAL SURFACE (WET) QA C06C WD VA R I E S LB C01 INTERMEDIATE STEGMEIER EDGE C PL136 1 FOR STRUCTURAL REINFORCING R1" C701 C01 TRIM TILE - HANDHOLDC TILE - WATERLINE KT1 C01C VERTICAL SURFACE (WET) QA C06C HORIZONTAL SURFACE (WET) QA C06C WD VA R I E S [30 0]1' - 0 " LB C01 INTERMEDIATE STEGMEIER EDGE C 2" 1 1/2" 9 1/2" 1 1/2" 2" SEAL GUTTER TRENCH W/ ADHESIVE WATERPROOF BONDCOAT FOR STRUCTURAL REINFORCING BOND BREAKER, BY DECK CONTRACTOR EJ BY DECK CONTRACTOR SEE DECK DRAWINGS FOR POOL DECK . BY DECK CONTRACTOR BY POOL CONTRACTOR . 1' - 6 " HORIZONTAL SURFACE (WET) QA C06C LB C01 ROLLBACKC SR1 C01 TILE - TRIM TILEC 12" WIDE PARALLEL PVC GRATING WITH PVC CURB ANGLE. SEE SPECIFICATION SECTION 131142. SR1 C01 TILE - TRIM TILEC STEGMEIER INTERMEDIATE DECK EDGE CAULK JOINT DEPRESS EDGE OF FLOOR SO STEGMEIER EDGE CAN BE POURED IN PLACE FOR STRUCTURAL REINFORCING INTERMEDIATE STEGMEIER EDGE LB C01C EYE-BOLT ALIGN CUP ANCHOR FACE WITH WATER LINE TILE FIELD . . A A 4" 4" 2" 5" SECTION A-A FRONT VIEW VA R I E S LINE OF GUTTER KNEE WALL WHERE OCCURS TIE 12" LONG #4 REINFORCING STEEL TO ANCHOR TOP AND BOTTOM Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:04 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL136 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - OUTDOOR ACTIVITY POOL DETAILS DETAIL VIEW 1" = 1'-0" PL136 7 CONTROL & EXPANSION JOINT DETAIL VIEW 3" = 1'-0" PL136 1 POOL WALL - FINISH DETAIL VIEW 3" = 1'-0" PL136 3 POOL WALL DETAIL VIEW 1 1/2" = 1'-0" PL136 4 POOL WALL DETAIL VIEW 1 1/2" = 1'-0" PL136 5 POOL WALL DETAIL VIEW 1 1/2" = 1'-0" PL136 2 POOL WALL - ROLLBACK DETAIL VIEW 3" = 1'-0" PL136 6 POOL WALL/DECK TRANSITION DETAIL VIEW 3" = 1'-0" PL136 8 ANCHOR - ROPE CUP SWLSWL A A SWL BACKBOARD MOUNTING PLATE TYP FLOOR REINFORCING SEE POOL STRUCTURAL 1/4" x 4" SS TUBE 6" DIA. BOLTED CONNECTION, TYP SEE FINISH SCHEDULE COMMERCIAL GRADE RIM AND NETTING, TYP OF THREE (3) NOTES: ENTIRE BASKETBALL HOOP ASSEMBLY AND BASKETBALLS TO BE PROVIDED AND INSTALLED BY POOL CONTRACTOR RIM: MODEL BA39U FRONT MOUNT PLAYGROUND GOAL, DOUBLE 5/8" SOLID RIM DESIGN WITH ORANGE BAKED POWDER COAT FINISH, 316L SS HIGH TENSILE STRENGTH MOUNTING HARDWARE, AND PREMIUM NYLON NET BACKBOARD: MODEL BA495P RUST-FREE POLYETHYLENE FAN-SHAPED BACKBOARD RIM & BACKBOARD MANUFACTURER: BISON, INC., LINCOLN, NE, WEBSITE: WWW.BISONINC.COM FINISH NOTES: 1. ALL SS TO BE MILL FINISH, STD. SS 2. ALLOYS: SHAPES, PLATS, ROUNDS. 3. BARS = TYPE 316L 4. TUBING= 316L 5. WELDING PROCESS: SST: GMAW=316L GTAW= 316L 6. GRIND FINISH #2 COMPLETELY 7. SANDED JOINT. REMOVE ALL SHARP EDGES & CORNERS. POLYETHYLENE SHATTER RESISTANT BACKBOARD 3/8" THICK SS PLATE WITH DRILLED HOLES 5" 6 1 / 8 " 6" 5 3 / 4 " 3"6"3" 1' - 0" 2' - 0 " TY P 1' - 1 0 " SE E P O O L P L A N S WA T E R D E P T H V A R I E S PO O L F L O O R T O B O T T O M O F B A C K B O A R D 8' - 7 " POOL FLOOR COMPRESSIBLE WATERSTOP, TYP (2)-#3's CONTINUOUS HOOPS (4)-#3's, 1 EACH SIDE OF 6" DIA PIPE #4 TIES @ 8" OC CONTINUOUS HOOPS (8)-#5's (2)-#4 TIES @ 2" TOP AND BOTTOM 2' - 0" ISLAND STRUCTURAL ELEVATION PLAN 7/8" HOLE FOR 3/4" x 10" EPOXY ANCHOR 5/8" PLATE, 22" DIA. 5/8" SLOTTED HOLE FOR 1/2" BOLT [2 4 5 0 ] PO O L F L O O R T O T O P O F C O L U M N 8' - 0 " SECTION A-A DETAIL B-B NOTES: 1. REFER TO PLAN AND SECTION DRAWINGS FOR QUANTITY AND LOCATIONS OF INWALL STEPS 2. PROVIDE (1) ONE INWALL STEP FOR EVERY 1'-0" OF WATER DEPTH TO A MAXIMUM DEPTH OF 4'-6" 3. MAINTAIN A 6" MINIMUM DISTANCE BETWEEN BOTTOM STEP TREAD AND POOL FLOOR TO ALLOW FOR PROPER CONCRETE COVERAGE 4. MODIFY CONCRETE INSIDE GUTTER AS REQUIRED TO ACCOMMODATE GUTTER GRATING GEOMETRY AND THICKENED WALL BEHIND STEPS POOL FINISH RECESSED STEP GRAB RAILS, SEE PLANS & SPECIFICATIONS FOR EXACT MODEL AND LOCATIONS SLIP-RESISTANT TREAD CYCOLAC STEP INSERT POOL FINISH THICKENED GUTTER WALL AT RECESSED STEPS; 5" [125] MIN [6 0 0 ] 2' - 0 " [4 0 0 ] 1' - 3 1 / 2 " [1 5 0 ] 6 " [125] 5" [8 0 ] 3 " [550] 1' - 10" [400] 1' - 3 1/2" EQ.EQ. [3 0 0 ] 1' - 0 " M A X . [450] 1' - 5 1/2" TOP OF SLOPED GUTTER WALL BEYOND B B SLOPED GUTTER WALL BEYOND [750] 2' - 6" DECK EQ EQ [3 0 0 ] 1' - 0 " M A X . [3 0 0 ] 1' - 0 " M A X . PL136 1 [1 5 0 ] 6" ANCHOR, & ESCUTCHEON PLATE, TYP; SEE PLANS & SPECIFICATIONS FOR QUANTITIES, MODEL & LOCATIONS [7 5 0 ] 2' - 6 " [1 7 5 ] 7" [1 7 5 ] 7" FOR STRUCTURAL REINFORCING, SEE NOTE 4 Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:05 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL137 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - OUTDOOR ACTIVITY POOL DETAILS DETAIL VIEW 3/4" = 1'-0" PL137 2 ACTIVITIES - WATER BASKETBALL ANCHOR - ISLAND MOUNTED DETAIL VIEW 1" = 1'-0" PL137 1 GRAB RAIL - CYCOLAC RECESSED STEP AAAA N PL138 2 B -54" TUBE SLIDEB -TRAXX MULTI-LANE RACER -2 LANE PL201 2 STANDARD SLIDE NOTES: 1. INCLUDE A LOCKING GATE AT ENTRY TO STAIR TOWER 2. PROVIDE DECK MOUNTED RAILING SYSTEM AROUND ANY OBSTRUCTION FROM SLIDE OR SUPPORT SYSTEM WHICH ARE LOWER THAN 7'-0" FROM DECK ELEVATION. 3. SEE SLIDE MANUFACTURER'S DRAWINGS FOR FOOTINGS AND PIERS TO BE INCLUDED IN THE BASE BID. 1 PL139 2 PL139 3 PL139 4 PL139 Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:10 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL138 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - OUTDOOR ACTIVITY POOL SLIDE PLAN VIEW 3/16" = 1'-0" PL138 1 POOL C - OUTDOOR SLIDE SCHEDULE - SLIDE B DATA POOL ID SLIDE INFORMATION TOWER INFORMATION SLIDE TYPE MANUFACTURER SLIDE LENGTH (FT) SLIDE HEIGHT (FT) SLIDE FLOW (GPM) TOWER HEIGHT (FT) TOWER MATERIAL RAILING TYPE B 54" TUBE SLIDE SPLASHTACULAR 0.00 30.33 800 30.33 CONCRETE FIBERGLASS B TRAXX MULTI-LANE RACER - 2 LANE SPLASHTACULAR 0.00 30.33 1800 30.33 CONCRETE FIBERGLASS PLAN VIEW 1/2" = 1'-0" PL138 2 POOL C - ENLARGED SLIDE SUMP NOTE: OUTDOOR SLIDE COMPLEX IS AN ALTERNATE. PROVIDE PIPING FOR SLIDE COMPLEX IN MECHANICAL ROOM AS BASE BID. Pool Deck Level -Outdoor 100' -0" [1825] 6' - 0" [1 0 2 5 ] 3' - 4 " FOR STRUCTURAL REINFORCING, [925] 3' - 0" [300] 1' - 0" [1 5 0 ] 6" [1 5 0 ] 6" [300] 1' - 0" [925] 3' - 0" [1 5 0 ] 6" [1 5 0 ] 6"PL139 6 Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" [1 2 2 5 ] 4' - 0 " [1525] 5' - 0" FOR STRUCTURAL REINFORCING, [925] 3' - 0" [300] 1' - 0" [1 5 0 ] 6" [1 5 0 ] 6" PL139 6 Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" [1825] 6' - 0" [1 2 2 5 ] 4' - 0 " FOR STRUCTURAL REINFORCING, PL139 6 Pool Deck Level -Indoor 100' -0" Pool Deck Level -Outdoor 100' -0" [1825] 6' - 0" [1 2 2 5 ] 4' - 0 " FOR STRUCTURAL REINFORCING, [925] 3' - 0" [300] 1' - 0" [1 5 0 ] 6" [1 5 0 ] 6" PL139 5 [5 0 ] 1 1 / 2 " [50] 2" 1/4"x20x1 DEEP SIMPSON 316L STAINLESS STEEL DROP ANCHOR, MODEL #DIA 256SS TO SECURE GRATING 1 1/2" STRONGWELL DURAGRID I-4000, I BAR GRATING 36" W x 56" L x 1 1/2" BAR HEIGHT, 40% OPEN AREA, WITH UV INHIBITOR AND ANTI-SKID GRIT SURFACE. COLOR BY ARCHITECT. 1/4"x20x1 BRONZE SOCKET HEAD CAP SCREW INSIDE FACE OF SUMP WALL CROSS ROD I-4000 316L STAINLESS STEEL INSERT CLIP, MODEL #758 NOTE: IF MULTIPLE GRATE PANELS ARE REQUIRED, INSTALL DURAGRID I-4000 INSERT CLIP HOLD-DOWNS, MODEL # 758 AND 1 1/2"x1 1/2"x3/16" PVC ANGLE UNDERBAR AT MIDSPAN TO CONNECT MULTIPLE PANELS IF SUMP IS LONGER THAN 60". IF MULTIPLE PANELS ARE REQUIRED, THEY ARE TO BE EQUAL LENGTHS. [5 0 ] 1 1 / 2 " [50] 2" 1/4"x20x1 DEEP SIMPSON 316L STAINLESS STEEL DROP ANCHOR, MODEL #DIA 256SS TO SECURE GRATING 1 1/2" STRONGWELL DURAGRID I-4000, I BAR GRATING 15" W x 48" L x 1 1/2" BAR HEIGHT, 40% OPEN AREA, WITH UV INHIBITOR AND ANTI-SKID GRIT SURFACE. COLOR BY ARCHITECT. 1/4"x20x1 BRONZE SOCKET HEAD CAP SCREW INSIDE FACE OF SUMP WALL CROSS ROD I-4000 316L STAINLESS STEEL INSERT CLIP, MODEL #758 NOTE: IF MULTIPLE GRATE PANELS ARE REQUIRED, INSTALL DURAGRID I-4000 INSERT CLIP HOLD-DOWNS, MODEL # 758 AND 1 1/2"x1 1/2"x3/16" PVC ANGLE UNDERBAR AT MIDSPAN TO CONNECT MULTIPLE PANELS IF SUMP IS LONGER THAN 60". IF MULTIPLE PANELS ARE REQUIRED, THEY ARE TO BE EQUAL LENGTHS. SECTION VIEW 1/2" = 1'-0" PL139 1 SLIDE Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:17 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MC PL139 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - OUTDOOR ACTIVITY POOL SLIDE SECTION VIEW 1/2" = 1'-0" PL139 2 SLIDE SECTION VIEW 1/2" = 1'-0" PL139 3 SLIDE SECTION VIEW 1/2" = 1'-0" PL139 4 S DETAIL VIEW 3" = 1'-0" PL139 6 SUMP GRATING 54" TUBE SLIDE DETAIL VIEW 3" = 1'-0" PL139 5 SUMP GRATING - TRAXX MULTI-LANE RACER DESIGN IS IN ACCORDANCE WITH THE STATE OF <INSERT STATE> AND THE 2015 INTERNATIONAL BUILDING CODE AS AMENDED TO DATE. STRUCTURAL DRAWINGS AND POOL DRAWINGS MUST BE USED IN CONJUNCTION WITH EACH OTHER. POOL DRAWINGS DICTATE ALL FINAL CONDITIONS OF POOL, FEATURES, AND DIMENSIONS OF POOL SHELL, INCLUDING POOL FINISH. UNLESS OTHERWISE INDICATED, STRUCTURAL DIMENSIONS ARE CONCRETE TO CONCRETE, AND DICTATE REQUIRED THICKNESSES FOR STRUCTURAL INTEGRITY ONLY. SOIL PARAMETERS FOR POOL STRUCTURAL DESIGN 1. POOL DESIGNED FOR EMPTY AND FULL CONDITIONS. 2. ALL SOIL PARAMETERS FOR THE POOL STRUCTURAL DESIGN ARE BASED UPON RECOMMENDATIONS FROM THE GEOTECHNICAL REPORT BY <INSERT COMPANY NAME>, DATED <INSERT DATE>. SUBGRADE PREPARATION OF THE SOILS BELOW THE POOL BASE LAYER IS THE RESPONSIBILITY OF THE CONTRACTOR PREPARING THE REMAINDER OF THE SITE AND SHALL BE EXECUTED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. OVER EXCAVATION OF FILL SOIL MAY BE REQUIRED PER THE GEOTECHNICAL ENGINEER. 3. STATED NET ALLOWABLE SOIL BEARING CAPACITY = <GET FROM PM>PSF 4. STATED EQUIVALENT FLUID PRESSURE = <GET FROM PM>PSF/FT 5. AN UNDERDRAIN SYSTEM, BY OTHERS, IS PROVIDED TO MITIGATE GROUNDWATER WHEN THE POOL IS EMPTY. 6. ASSUMED SETTLEMENT AND/OR PVR FOR THE POOL DOES NOT EXCEED 1/2" TOTAL MOVEMENT AND 1/4" DIFFERENTIAL MOVEMENT ASSUMED SOIL PARAMETERS FOR POOL STRUCTURAL DESIGN 1. POOL DESIGNED FOR THE EMPTY CONDITION (CONTROLLING CASE) 2. IF ANY OF THE CRITERIA LISTED BELOW ARE NOT MET THEN THE POOL’S STRUCTURAL DESIGN SHOULD BE RE-EVALUATED BY THE POOL STRUCTURAL ENGINEER. • SOIL BEARING CAPACITY 2,500 PSF MINIMUM • AT-REST EQUIVALENT FLUID PRESSURE 55 PSF/FT MAXIMUM • SOIL GROUNDWATER TABLE ELEVATION BELOW BOTTOM OF POOL FLOOR • SETTLEMENT AND/OR PVR DOES NOT EXCEED 1/2" TOTAL MOVEMENT AND 1/4" DIFFERENTIAL MOVEMENT STRUCTURAL NOTES 1. REINFORCEMENT AT WALL CORNERS AND WALL BENDS SHALL BE DETAILED PER THE ASSOCIATED TYPICAL DETAILS. CORNER AND BEND BARS SHALL BE THE SAME SIZE AND SPACING AS THE TYPICAL HORIZONTAL WALL REINFORCING OF THE ASSOCIATED WALLS. 2. UNLESS OTHERWISE INDICATED, ALL WALL REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND CORNERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING WALLS. UNLESS OTHERWISE INDICATED, CONTRACTOR MAY SPLICE CONTINUOUS SLAB BARS AT LOCATIONS OF THEIR CHOOSING, EXCEPT THAT TOP BAR SPLICES SHALL BE LOCATED AT MID-SPAN AND BOTTOM BAR SPLICES SHALL BE LOCATED AT SUPPORTS. ALL REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE INDICATED, SHALL SATISFY THE MINIMUM REQUIREMENTS FOR CLASS B SPLICES. 3. FOR REINFORCEMENT AT WALL OR FLOOR SLAB PENETRATIONS, SEE 4. MINIMUM POURED CONCRETE DESIGN STRENGTH = 4500 PSI, MINIMUM SHOTCRETE DESIGN STRENGTH = 5000 PSI REINFORCEMENT NOTES: 60KSI, A615, DEFORMED BARS 1. REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI "MANUAL OF CONCRETE PRACTICE", LATEST EDITION, UNLESS OTHERWISE NOTED. 2. ALL LAPS SHALL BE CLASS "B" PER ACI 318 UNLESS OTHERWISE NOTED ON THE DESIGN DRAWINGS. USE TOP BAR LAP LENGTHS FOR ALL HORIZONTAL WALL BARS AND FOR TOP BARS IN SLABS AND BEAMS OVER 14" DEEP 3. LAP LENGTH SHALL BE SPECIFICALLY NOTED ON PLACING DRAWINGS WHERE MORE THAN ONE BAR MAKES UP A CONTINUOUS STRING. 4. TIE POOL REINFORCING STEEL WITH 18-GAUGE ANNEALED WIRE AS SPECIFIED IN THE CRSI 63 RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS. ALL TIE WIRES SHALL BE "MADE TIGHT" FOR ELECTRICAL BONDING PURPOSES, AS REQUIRED PER . 5. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS NOTED OTHERWISE. REINFORCING STEEL MINIMUM CLEAR COVER REQUIREMENTS COORDINATE WITH REINFORCEMENT STEEL PLACING REQUIREMENTS 1. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 2. 2" TYPICAL ALL ELSE, UNLESS NOTED OTHERWISE ON DETAILS REINFORCEMENT CLASS "B" LAP LENGTHS BASED UPON 4500 PSI CONCRETE AND 60 KSI REINFORCING STEEL /2 PL200 NOTE GEOTECHNICAL PARAMETERS STRUCTURAL AND REINFORCEMENT NOTES TYPICAL STANDARD DETAIL SCHEDULE NOTES * WHEN A SECTION CONTAINS ONLY ONE MAT OF REINFORCING, THE REINFORCING STEEL SHALL BE CENTERED IN THE SECTION SCHEDULE ABBREVIATIONS: OC ON CENTER EF EACH FACE FF FRONT FACE BF BACK FACE EW EACH WAY ADD (1) #5 x 4'-0" DIAGONAL AT EACH CORNER FOR EACH LAYER OF REINFORCING. EXTEND ADDITIONAL REINFORCEMENT PAST OPENING BY 2D, 2W OR 2L AS INDICATED (2'-0" MINIMUM) STEEL REINFORCING CUT BAND "B" ST E E L RE I N F O R C I N G CU T B A N D " A " AREA OF BARS AT EACH SIDE EQUAL TO BAND OF BARS CUT NOTES: 1. TYPICAL FOR ALL OPENINGS IN CONCRETE WALLS AND SLABS INCLUDING DRAINS UNLESS INDICATED OTHERWISE ON PLANS. 2. DO NOT WELD REINFORCEMENT TO PIPE SLEEVES AND INSERTS. 3. ALL OPENINGS THROUGH WATERTIGHT TANK REQUIRE WATERSTOPS. 4. PROVIDE MINIMUM LAP AS NOTED OR SHOWN ON PLANS (TYPICAL). ST E E L RE I N F O R C I N G CU T B A N D " A " STEEL REINFORCING CUT BAND "B" ST E E L RE I N F O R C I N G CU T B A N D " A " STEEL REINFORCING CUT BAND "B" STEEL REINFORCING CUT BAND "B" D 2D 2L L W 2W Project Number: 2024-2000.49 Phone 920 / 592 9440 AH001 AH001 A H 0 0 1 AH003 AH 0 0 1 AH003 AH 0 0 3 A H 0 0 4 AH 0 0 3 AH001 AH 0 0 2 AH 0 0 1 AH001 AH 0 0 1 AH 0 0 1 A H 0 0 1 A H 0 0 4 AH002 N Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:23 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 AMZ PL200 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SAC 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y STRUCTURAL NOTES, PLAN(S) AND SCHEDULE DETAIL VIEW NTS PL200 2 REINFORCING - REINFORCEMENT AT OPENINGS PLAN VIEW 1/4" = 1'-0" PL200 1 POOL A - INDOOR LEISURE POOL STRUCTURAL SCHEDULE - STRUCTURAL REQUIREMENTS - POOL A Detail Pool ID APPLICABLE STRUCTURAL WALL HEIGHT RANGE (FOR PLAN REFERENCE ONLY)WALL FLOOR Wall Height Range ID Minimum Applicable Wall Height Maximum Applicable Wall Height A B Freeboard Height C Backfill Thickness D E Bedding Course Thickness F Heel G Footing Length H Thickness # of Mats of Reinforcement Horizontal Reinforcement Vertical Reinforcement Thickness # of Mats of Reinforcement Reinforcement Thickness Reinforcement A A H001 A H002 A H003 A H004 PLAN VIEW 3/8" = 1'-0" PL200 3 POOL A - ENLARGED SLIDE SUMP STRUCTURAL Project Number: 2024-2000.49 Phone 920 / 592 9440 BH 0 1 1 BH011 BH 0 1 1 BH 0 1 1 BH 0 1 1 BH011 BH 0 1 1 BH 0 1 1 BH 0 1 1 BH 0 1 1 BH011 BH011 BH011 BH 0 1 1 B H 0 1 2 B H 0 1 1 BH013 BH 0 1 3 B H 0 1 2 B H 0 1 1 NN SCHEDULE NOTES * WHEN A SECTION CONTAINS ONLY ONE MAT OF REINFORCING, THE REINFORCING STEEL SHALL BE CENTERED IN THE SECTION SCHEDULE ABBREVIATIONS: OC ON CENTER EF EACH FACE FF FRONT FACE BF BACK FACE EW EACH WAY Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:26 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 AMZ PL201 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 SAC 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y STRUCTURAL PLAN(S) AND SCHEDULE PLAN VIEW 3/8" = 1'-0" PL201 1 POOL B - IN/OUT WHIRLPOOL STRUCTURAL PLAN VIEW 1/2" = 1'-0" PL201 2 SYSTEM D - ENLARGED SLIDE SUMP STRUCTURAL SCHEDULE - STRUCTURAL REQUIREMENTS - POOL B Detail Pool ID APPLICABLE STRUCTURAL WALL HEIGHT RANGE (FOR PLAN REFERENCE ONLY)WALL FLOOR Wall Height Range ID Minimum Applicable Wall Height Maximum Applicable Wall Height A B Freeboard Height C Backfill Thickness D E Bedding Course Thickness F Heel G Footing Length H Thickness # of Mats of Reinforcement Horizontal Reinforcement Vertical Reinforcement Thickness # of Mats of Reinforcement Reinforcement Thickness Reinforcement B B H011 B H012 B H013 Project Number: 2024-2000.49 Phone 920 / 592 9440 CH022 CH 0 2 2 CH022 CH 0 2 2 C H 022 C H 022 CH 0 2 3 C H024 CH022 CH024 C H 0 2 2 CH023 C H 0 2 1 CH022 C H024 CH 0 2 3 C H 022 C H 022 CH 0 2 2 CH022 CH 0 2 2 CH022 C H021CH022 C H 0 2 2 C H 0 2 2 N SCHEDULE NOTES * WHEN A SECTION CONTAINS ONLY ONE MAT OF REINFORCING, THE REINFORCING STEEL SHALL BE CENTERED IN THE SECTION SCHEDULE ABBREVIATIONS: OC ON CENTER EF EACH FACE FF FRONT FACE BF BACK FACE EW EACH WAY Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:30 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 Author PL202 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y STRUCTURAL PLAN(S) AND SCHEDULE PLAN VIEW 3/16" = 1'-0" PL202 1 POOL C - OUTDOOR ACTIVITY POOL STRUCTURAL SCHEDULE - STRUCTURAL REQUIREMENTS - POOL C Detail Pool ID APPLICABLE STRUCTURAL WALL HEIGHT RANGE (FOR PLAN REFERENCE ONLY)WALL FLOOR Wall Height Range ID Minimum Applicable Wall Height Maximum Applicable Wall Height A B Freeboard Height C Backfill Thickness D E Bedding Course Thickness F Heel G Footing Length H Thickness # of Mats of Reinforcement Horizontal Reinforcement Vertical Reinforcement Thickness # of Mats of Reinforcement Reinforcement Thickness Reinforcement C C H021 C H022 C H023 C H024 6 PL132 5 PL132 3 PL133 P2CP4C P6CP5C P8C Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:34 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 Author PL300A 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y OUTDOOR OVERALL PIPE TRENCH PLAN PLAN VIEW 1" = 10'-0" PL300A 1 OUTDOOR OVERALL PIPE TRENCH PLAN SCHEDULE - OUTDOOR POOL FIXTURES POOL ID EQUIPMENT ID FIXTURE QTY. MANUFACTURER DESCRIPTION 37 INLETS (60 MIN ZONE) 20 INLETS (120 MIN ZONE) (ft) (ft) (in2) (in2) (gpm) (gpm) (gpm) (fps) (gpm) (fps) WIDTH LENGTH PER GRATE TOTAL FLOW PER GRATE VELOCITY MFGR & MODEL #DIMENSIONS OPEN AREA MAX ALLOWABLE FLOW PER GRATE CONNECTED PUMPS SYSTEM TOTAL DESIGN FLOW DRAIN / GRATE... FLOW PER GRATE VELOCITY SYSTEM MAXIMUMDRAIN / GRATE ID DETAIL # DRAIN/GRATE MFGR SPECIFICATIONS DESIGN DATA OUTDOOR DRAIN SCHEDULE 6 FLOOR SUMPS 1 WALL SUMPS (ALT SLIDE RUNOUT) [975] 3' - 2" [4 2 7 5 ] 14 ' - 0 " Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:37 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 Author PL300 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y INDOOR OVERALL PIPE TRENCH PLAN PLAN VIEW 1/8" = 1'-0" PL300 1 INDOOR OVERALL PIPE TRENCH PLAN SCHEDULE - INDOOR POOL FIXTURES POOL ID EQUIPMENT ID FIXTURE QTY. MANUFACTURER DESCRIPTION 7 INLETS (60 MIN ZONE) 25 INLETS (120 MIN ZONE) (ft) (ft) (in2) (in2) (gpm) (gpm) (gpm) (fps) (gpm) (fps) WIDTH LENGTH PER GRATE TOTAL FLOW PER GRATE VELOCITY MFGR & MODEL #DIMENSIONS OPEN AREA MAX ALLOWABLE FLOW PER GRATE CONNECTED PUMPS SYSTEM TOTAL DESIGN FLOW DRAIN / GRATE... FLOW PER GRATE VELOCITY SYSTEM MAXIMUMDRAIN / GRATE ID DETAIL # DRAIN/GRATE MFGR SPECIFICATIONS DESIGN DATA INDOOR DRAIN SCHEDULE 6 FLOOR SUMPS 2 WALL SUMPS (SLIDE RUNOUT) MECHANICAL P&ID SYMBOL LEGEND PUMP PUMP WITH INTEGRAL STRAINER STRAINER REGENERATIVE MEDIA FILTER HIGH RATE SAND FILTER (HORIZONTAL) HIGH RATE SAND FILTER (VERTICAL) POOL HEATER HEAT EXCHANGER UV UNIT CHEMICAL CONTROLLER CHEMICAL FEED PUMP PULSAR CHLORINE FEEDER AXIALL CHLORINE FEEDER CO2 FEEDER CHEMICAL STORAGE TANK CO2 STORAGE TANK AUTO FILL WITH SENSOR SURGE TANK VENTILATION FAN GEAR OPERATED BUTTERFLY VALVE LEVER OPERATED BUTTERFLY VALVE PNEUMATIC BUTTERFLY VALVE TRUE UNION BALL VALVE TRUE UNION CHECK VALVE ELECTRONIC MODULATING VALVE MODULATING FLOAT VALVE VENTURI SOLENOID VALVE CHECK VALVE WYE STRAINER CONCENTRIC REDUCER ECCENTRIC REDUCER FLANGED BREAK COMPOUND GAUGE THERMOMETER EXPANSION JOINT FLOW METER (SENSOR) G M S FM ELECTRO-PNEUMATIC MODULATING VALVE P EQUIPMENT TYPE SECTION VIEW PLAN VIEW AXIALL ACID FEEDER (ACID RITE) FLOW SWITCH FS KEY NOTES: 1. SUBGRADE: MINIMIZE DISTURBANCE OF EXISTING SOILS ON SIDES AND BELOW PIPE TRENCH DURING EXCAVATION. CLEAR SUBGRADE OF LARGE STONES & ORGANIC MATERIALS. 2. SUBBASE MATERIALS: REQUIRED ONLY IF EXISTING SUBGRADE CONTAINS UNSUITABLE SOILS AND/OR DOES NOT MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT FOR UTILITY TRENCHES. 3. EMBEDMENT MATERIALS: ASTM D2487 CLASS 1A OR 1B AGGREGATE, 1.5" MAXIMUM SIZE. 4. BEDDING: MINIMUM 6 INCH THICK AGGREGATE LAYER. 5. HAUNCHING: PLACE AND COMPACT HAUNCHING MATERIALS UNDER AND AROUND PIPE/S UP TO THE PIPE SPRINGLINE BY HAND TO ASSURE CONTINUOUS AND EFFECTIVE PIPE SUPPORT. 6. COVER: MINIMUM 6 INCHES ABOVE TOP OF PIPE. 7. POOL BEDDING COURSE/SUBBASE. SEE PL200 FOR REQUIREMENTS. 8. TRENCH WIDTH FOR EMBEDMENT MATERIALS: MINIMIZE WIDTH TO 6 - 12" BETWEEN TRENCH WALL AND EDGE OF NEAREST PIPE. ALLOW 6" MINIMUM BETWEEN ADJACENT PIPE WALLS WHEN PLACING MULTIPLE PIPES IN A COMMON TRENCH. SUBBASE BEDDING HAUNCHING 7 4 2 EMBEDMENT MATERIAL PIPE COVER PIPE ZONE SPRINGLINE OF PIPE 6 3 # 8 GENERAL NOTES: A. SEE SPECIFICATIONS SECTION 13 11 20 FOR ADDITIONAL POOL PIPE TRENCH MATERIAL AND INSTALLATION REQUIREMENTS. B. PLACE ALL PIPE TRENCH MATERIALS IN 6" MAXIMUM LOOSE LIFTS. 5 SUBGRADE 1 3 EXCAVATED TRENCH POOL FLOOR PIPING LEGEND PIPE DESCRIPTION PIPE COLOR AIR: ACTIVITY SUPPLY: CHEMICAL: INLET SUPPLY: GRAVITY: JET SUPPLY: PROPULSION SUPPLY: AUTOFILL SENSOR: SKIMMER SUCTION: SLIDE SUPPLY: SUCTION: KEY NOTES: 1. SUBGRADE: MINIMIZE DISTURBANCE OF EXISTING SOILS ON SIDES AND BELOW PIPE TRENCH DURING EXCAVATION. CLEAR SUBGRADE OF LARGE STONES & ORGANIC MATERIALS. 2. SUBBASE MATERIALS: REQUIRED ONLY IF EXISTING SUBGRADE CONTAINS UNSUITABLE SOILS AND/OR DOES NOT MEET THE REQUIREMENTS OF THE GEOTECHNICAL REPORT FOR UTILITY TRENCHES. 3. EMBEDMENT MATERIALS: ASTM D2487 CLASS 1A OR 1B AGGREGATE, 1.5" MAXIMUM SIZE. 4. BEDDING: MINIMUM 6 INCH THICK AGGREGATE LAYER. 5. HAUNCHING: PLACE AND COMPACT HAUNCHING MATERIALS UNDER AND AROUND PIPE/S UP TO THE PIPE SPRINGLINE BY HAND TO ASSURE CONTINUOUS AND EFFECTIVE PIPE SUPPORT. 6. COVER: MINIMUM 6 INCHES ABOVE TOP OF PIPE. 7. FINAL BACKFILL: USE ON-SITE EXISTING SOILS MEETING THE PROJECT GEOTECHNICAL REPORT REQUIREMENTS FOR BACKFILL MATERIALS. DO NOT USE ORGANIC MATERIAL, CLAY, TOPSOIL, OR OTHER DELETERIOUS SUBSTANCES. SLOPE TRENCH EXCAVATION IN FINAL BACKFILL ZONE AS NEEDED. 8. TRENCH WIDTH FOR EMBEDMENT MATERIALS: MINIMIZE WIDTH TO 6" - 12" BETWEEN TRENCH WALL AND EDGE OF NEAREST PIPE. ALLOW 6" MINIMUM BETWEEN ADJACENT PIPE WALLS WHEN PLACING MULTIPLE PIPES IN A COMMON TRENCH. 9. FINAL GRADE MATERIALS: SEE RELATED PROJECT DRAWINGS AND SPECIFICATIONS FOR SOIL MATERIALS AND PLACEMENT REQUIREMENTS AT FINAL GRADE ELEVATIONS (E.G. DECK, CIVIL, LANDSCAPE, ETC. DRAWINGS). SUBBASE BEDDING HAUNCHING INITIAL BACK FILL FINAL BACKFILL 7 4 2 EMBEDMENT MATERIAL PIPE COVER PIPE ZONE SPRINGLINE OF PIPE 6 3 # 8 GENERAL NOTES: A. SEE SPECIFICATIONS SECTION 13 11 20 FOR ADDITIONAL POOL PIPE TRENCH MATERIAL AND INSTALLATION REQUIREMENTS. B. PLACE ALL PIPE TRENCH MATERIALS IN 6" MAXIMUM LOOSE LIFTS. C. COORDINATE WITH OTHER TRADES AS NEEDED TO ASSURE FOOTING/FOUNDATIONS ABOVE DO NOT LOAD THE PIPES. MAINTAIN PROPER CLEARANCES TO PREVENT UNDERMINING OF ADJACENT FOOTINGS/FOUNDATIONS. 5 SUBGRADE 1 3 36 " M I N I M U M 9 EXCAVATED TRENCH 7 PIPING NOTES REFER TO DIVISION 13 SPECIFICATIONS FOR DETAILS PIPING A. ALL PIPING SHALL BE IN ACCORDANCE WITH TITLE 246-260 OF THE WASHINGTON STATE ADMINISTRATIVE CODE, THE A.S.T.M. DESIGNATION NUMBER D-1785, AND THE NSF SEAL FOR POTABLE WATER. B. ALL PIPING DESIGNED FOR 6’/SECOND MAX SUCTION VELOCITY AND 8’/SECOND MAXIMUM PRESSURE VELOCITY. C. MAIN DRAIN PIPING AND GUTTER PIPING ARE DESIGNED TO CARRY MINIMUM 100% OF THE RECIRCULATION RATE. TITLE D. ALL PIPING MUST BE LAID ON A GRADE SO IT WILL DRAIN COMPLETELY BY GRAVITY TO PREVENT DAMAGE DURING FREEZING WEATHER. MAIN DRAIN LINE PIPING MUST BE LAID ON A GRADE SO THAT (A) ALL PIPING FROM BENEATH THE POOL TO THE ELEVATION CHANGE SHALL PITCH TO DRAIN TO THE POOL MAIN DRAIN SUMPS AND; (B) ALL PIPING FROM THE ELEVATION CHANGE TO THE SURGE TANK SHALL PITCH TO DRAIN TO THE SURGE TANK. E. IN ALL INSTANCES WHERE GRAVITY DRAINAGE IS NOT PROVIDED THE CONTRACTOR SHALL INSTALL DRAIN VALVES SO THAT ALL LINES CAN BE DRAINED COMPLETELY TO SURGE TANK OR ANOTHER APPROVED LOCATION. DRAINAGE PLUGS SHALL BE PROVIDED IN THE PIPING SYSTEM TO ALLOW WINTERIZATION OF THE POOL PIPING. F. CONTRACTOR SHALL PROVIDE OPERATION, FILLING, EMPTYING, WINTERIZATION, AND START-UP INSTRUCTIONS TO OWNER. G. ALL ELEVATIONS TO BE FIELD VERIFIED FOR PROPER PITCH AND DRAINAGE. PITCH TO BE APPROXIMATELY 1”/10’-0”. H. POOL CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE FITTING QUANTITY TO REDUCE TOTAL DYNAMIC HEAD. I. ALL DRAWINGS ARE INTENDED FOR SCHEMATIC USE ONLY. FINAL LOCATIONS SHALL BE FIELD VERIFIED WITH ALL OTHER TRADES, BY CONTRACTOR. CONTRACTOR SHALL COORDINATE ALL WORK WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTURAL, PLUMBING, AND CIVIL DRAWINGS. DRAINS A. ALL OVERFLOW AND MAIN DRAIN GRATING SYSTEMS ARE DESIGNED TO CARRY 100% OF RECIRCULATION RATE AT A VELOCITY NOT TO EXCEED 1.5’/SECOND THROUGH THE OPEN AREA OF THE GRATE. B. ALL SUBMERGED DRAIN/OUTLET SYSTEMS SHALL CONFORM WITH THE VIRGINIA GRAEME BAKER ACT AND TO CURRENT ANSI/APSP-16 STANDARD. C. FILTER DRAIN/BACKWASH LINE, POOL DRAIN LINE, SURGE TANK DRAIN LINE, AND SURGE TANK OVERFLOW LINE TO DISCHARGE TO SEWER WITH AN AIR GAP COMPLIANT WITH LOCAL REQUIREMENTS. GAUGES: A. COMPOUND GAUGES TO BE INSTALLED ON ALL PUMP SUCTION AND DISCHARGE LINES. VALVES: A. PROVIDE GEAR-OPERATED SUBSURFACE BUTTERFLY VALVES W ITH VALVE STEM EXTENSIONS FOR ALL POOL AND SURGE TANK DRAIN LINES. B. EACH VALVE SHALL HAVE A PERMANENT IDENTIFYING LABEL OR TAG ATTACHED TO IT. THE SEQUENCE OF OPERATION, BRIEFLY STATED, SHALL BE PROMINENTLY DISPLAYED. FLOW METERS: A. FLOW METERS SHALL BE PROVIDED IN THE FILTRATION PUMP DISCHARGE LINE AND IN EACH INLET RETURN LINE, AS INDICATED ON THE DRAW INGS. B. UNINTERRUPTED FLOW SHALL BE PROVIDED TO THE FLOWMETER BY INSTALLING THEM ON STRAIGHT LENGTHS OF PIPE WITHOUT ANY VALVES, ELBOWS, OR OTHER SOURCES OF TURBULENCE WITHIN MINIMUM 10 PIPE DIAMETERS UPSTREAM AND 5 PIPE DIAMETERS DOWNSTREAM OF THE FLOW METERS OR INSTALL PER MANUFACTURER’S RECOMMENDATIONS. C. MAIN FLOW METER SHALL BE USED TO MONITOR BACKWASH RATE UNLESS OTHERWISE INDICATED IN THE DESIGN DRAWINGS. FILTERS: A. FILTERS SHALL BE PROVIDED WITH THE FOLLOWING APPROPRIATELY LOCATED ACCESSORIES: PRESSURE GAUGES, BACKWASH SIGHT GLASS ON WASTE DISCHARGE LINE (SAND) OR PRECOAT LINE (RM), AN AIR RELIEF VALVE AT THE HIGH POINT OF THE FILTER, AND A VALVED TANK DRAIN LINE. HEATING SYSTEM: A. SHALL BE EQUIPPED WITH THERMOMETERS MEASURING 80-240 DEGREES F WITH 2 DEGREE GRADUATIONS, AUTOMATIC TEMPERATURE LIMITING DEVICE, FLOW SWITCH, AND HEAT BYPASS VALVE. B. ALL INFLUENT AND EFFLUENT HOT WATER PIPING TO BE PROVIDED WITH MATERIAL AS SCHEDULED. C. POOL HEATER PRESSURE RELIEF VALVE TO BE PROVIDED AND PIPED WITHIN 6” OF FLOOR. D. THE AUTOMATIC TEMPERATURE SWITCH ON THE BLENDED WATER SYSTEM SHALL BE SET FOR A MAXIMUM OF 110 DEGREES F. E. FURNISH AND INSTALL THERMOMETERS IN HEATER INFLUENT AND EFFLUENT PIPING AND DOWNSTREAM IN THE BLENDED WATER SYSTEM. F. HEATER THERMOSTAT SHALL BE INACCESSIBLE TO BATHERS. G. VENTING OF COMBUSTION/VENTILATION AIR FOR GAS, OR OTHER FUEL-BURNING WATER HEATERS SHALL BE PROVIDED AS REQUIRED BY THE HEATER MANUFACTURER. *NOTE – THESE NOTES ARE INCLUSIVE OF MOST BUT NOT ALL STATE REQUIREMENTS THAT SHOULD BE ADDRESSED IN THIS SECTION. WE WILL NEED TO EDIT PER STATE AND THEN SAVE TEMPLATES FOR EACH STATE. SPECIFIC AREAS THAT NEED TO BE REVIEWED ARE THE REFERENCES TO GOVERNING CODE, MAKING NOTE OF 3FPS GRAVITY LINES AS NEEDED, AND IF THE CODE INCLUDES A SECTION ON HEAT EXCHANGERS. * Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:38 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 Author PL301 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y MECHANICAL NOTES GENERAL POOL PIPING AND EQUIPMENT PLAN NOTES PIPING 1. THE PIPING LAYOUTS ON THESE DRAWINGS ARE SCHEMATIC AND FOR REFERENCE ONLY. PIPING AS SHOWN IS SPREAD OUT FOR CLARITY. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING FINAL PIPE ROUTING AND ELEVATIONS. 2. REDUCE THE USE OF FITTINGS AND LONG PIPE RUNS TO MINIMIZE HEAD LOSS IN THE SYSTEM. 3. ALL OUTDOOR PIPING SHALL BE INSTALLED IN A PIPE TRENCH WITH BEDDING AND COVER MATERIALS PER SPECIFICATIONS. PIPING MAY BE STACKED IN THE PIPE TRENCH. PER PL301- 1 AND 2. 4. ARROWS DENOTE DIRECTION OF FLOW. 5. REFER TO ALL DISCIPLINES DOCUMENTATION AND COORDINATE ALL PIPING AND EMBEDMENTS WITH AFFECTED TRADES. 6. ALL GRAVITY PIPING SHALL BE INSTALLED AT A MINIMUM SLOPE OF 1" DROP PER 10' LENGTH. ALL OUTDOOR PIPING SHALL BE INSTALLED WITH A SLOPE TO ALLOW COMPLETE DRAINING. PROVIDE WINTERIZING/DRAINING INSTRUCTIONS AND SCHEMATICS TO OWNER. 7. CONTRACTOR SHALL USE SWING JOINTS OR OTHER MEANS AND METHODS AS REQUIRED TO PROVIDE POOL INLET FITTINGS FLUSH AND PERPENDICULAR WITH THE POOL FLOOR AND AS REQUIRED FOR PROPER SLOPE TO DRAIN FOR WINTERIZATION. 8. SUPPORT PIPES PER PLXXX-X THRU X. 9. ALL SUPPORTS, BRACING, FASTENERS AND HARDWARE IN THE SURGE TANK(S) SHALL BE STAINLESS STEEL. 10. THE INTENT OF THESE DRAWINGS IS NOT TO BE INCLUSIVE OF ALL VALVES OR FITTINGS REQUIRED FOR THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ALL VALVES AND FITTINGS REQUIRED. 11. GUTTER PIPING SIZED TO 125% OF FILTRATION RATE. PIPE PENETRATIONS 1. SEE BUILDING STRUCTURAL DRAWINGS FOR ALL WALL DIMENSIONS AND WALL/REINFORCING STEEL DIMENSIONS AND DETAILS, INCLUDING REINFORCING REQUIREMENTS AROUND ALL PIPE PENETRATIONS. 2. THE POOL CONTRACTOR SHALL FURNISH ALL SLEEVES FOR THE PENETRATIONS SHOWN ON THE POOL DRAWINGS. 3. THE SLEEVES SHALL BE INSTALLED BY THE BUILDING CONTRACTOR DURING THE STEEL AND FORMWORK PLACEMENT. BUILDING CONTRACTOR SHALL COORDINATE WITH THE POOL CONTRACTOR DURING PLACEMENT AND OBTAIN SLEEVE LOCATION APPROVAL FROM THE POOL CONTRACTOR PRIOR TO POURING THE WALLS. 4. THE POOL CONTRACTOR SHALL PROVIDE ALL LINK-SEALS REQUIRED IN THE PIPE PENETRATIONS 5. ALL PIPE PENETRATION DRAWINGS AND DIMENSIONS ARE SPECIFIC TO THE WTI BASIS OF DESIGN POOL EQUIPMENT AND LAYOUTS AS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FINAL PENETRATION LOCATIONS AND SIZES BASED ON ENGINEER APPROVED EQUIPMENT SELECTIONS AND ACTUAL SITE CONDITIONS. PROVIDE SHOP DRAWINGS TO POOL ENGINEER 6. REFER TO PLXXX-X FOR REINFORCEMENT AT PIPE PENETRATIONS. 7. REFER TO STRUCTURAL DRAWINGS FOR FUTURE CORED OPENINGS. 8. SEE PENETRATION SCHEDULE FOR ALL PIPE PENETRATIONS SHOWN IN THE ELEVATION DETAILS ON PL600. MECHANICAL EQUIPMENT 1. CONTRACTOR SHALL PROVIDE EQUIPMENT LAYOUTS PER PLANS. IF ALTERNATE LAYOUT IS REQUESTED, CONTRACTOR SHALL PROVIDE SCALED DRAWING LAYOUT FOR REVIEW INDICATING POOL EQUIPMENT, PIPING, PIPE SUPPORTS, REQUIRED CLERANCES, AND SERVICE ACCESS. 2. REFER TO ARCHITECTURAL PLANS FOR ACTUAL ROOM DIMENSIONS AND FINISHED FLOOR ELEVATIONS. 3. VERIFY EQUIPMENT PAD HEIGHT REQUIREMENTS FROM MANUFACTURER AND PROVIDE SHOP DRAWINGS TO POOL ENGINEER 4. PROVIDE MINIMUM 30" SERVICE ACCESS BETWEEN PUMPS. CONTRACTOR SHALL PROVIDE THE GREATER OF MANUFACTURER OR CODE REQUIRED CLEARANCES AROUND AND ABOVE ALL OTHER POOL EQUIPMENT. 5. HEATER FLOW IS MINIMUM PROVIDED BY MANUFACTURER. POOL CHEMICAL STORAGE AND PIPING NOTES 1. ALL CHEMICAL ROOM DOORS AND CONTAINERS SHALL BE PROVIDED WITH SIGNAGE AS REQUIRED BY FIRE CODE. SEE ARCHITECTURAL DRAWING FOR THE DOOR LABEL REQUIREMENTS. 2. PROVIDE ALL CHEMICAL FEED PUMPS WITH "TUBE FAILURE DETECTION". THIS TECHNOLOGY DETECTS TUBING FAILURE AND WILL AUTOMATICALLY SHUT OFF THE PUMP AND ENERGIZE A RELAY. INSTALL RELAY TO PERMIT COMMUNICATIONS WITH THE CHEMICAL CONTROLLER SO THAT THE OPERATOR CAN BE NOTIFIED OF THE PUMP STATUS BEING IN AN ALARM/OFF CONDITION. 3. DO NOT LOCATE CHEMICAL INJECTION POINTS ABOVE DOORWAY, CHEMICAL FEED PUMPS, OR ELECTRICAL OUTLETS. 4. CHEMICAL TANKS WITHIN THE CHLORINE AND ACID ROOMS SHALL BE FILLED USING A TRANSFER METHOD IN COMPLIANCE WITH STATE & LOCAL FIRE CODES. BULK LIQUID DELIVERY SHALL BE PUMPED FROM A TRUCK TO THE TANK VIA AN AIR DRIVEN PUMP ON THE TRUCK. THE TRUCK PUMPING SYSTEM SHALL HAVE A ONE YEAR AND 5 YEAR TANK INSPECTION AS REQUIRED BY DOT. THIS INSPECTION SHALL INCLUDE TANK INTEGRITY, ALL ASSOCIATED PLUMBING, PUMPS AND CONNECTIONS. INSPECTIONS ARE TO PREVENT ACCIDENTAL LEAKS OR SPILLS DURING THE PUMPING FUNCTION. 5. SODIUM HYPOCHLORITE SHALL BE DELIVERED INTO DOUBLE-WALLED PROPERLY SIGNED STORAGE TANK. SODIUM HYPOCHLORITE TANKS SHALL HAVE LOCKING FILLING DEVICE (2" MALE CAMLOCK WITH CAP) TO INSURE ONLY LIQUID SODIUM HYPOCHLORITE IS LOADED INTO TANK. FILL DEVICE IS UNIQUE TO SODIUM HYPOCHLORITE. TANKS SHALL BE PROPERLY COVERED. 6. ACID SHALL BE DELIVERED INTO DOUBLE-WALLED PROPERLY SIZED STORAGE TANK. ACID TANKS SHALL HAVE LOCKING FILL DEVICES (1 1/4" FEMALE CAMLOCK WITH PLUG) TO INSURE ONLY ACID IS LOADED INTO TANK. FILL DEVICE IS UNIQUE TO ACID. THE CHEMICAL SUPPLIER SHALL EQUIP ACID TANKS FOR THE DELIVERY OF BULK ACID WITH ACID FUME SUPPRESSION SYSTEMS. ALL BULK ACID TANKS SHALL BE 100% CONTAINED TO DIRECT ACID FUMES INTO FUME SUPPRESSION TANK. 7. ALL CHEMICALS TO BE STORED PER MANUFACTURER'S RECOMMENDATIONS. 8. THE DIRECTION OF FLOW FOR THE RECIRCULATION EQUIPMENT SHALL BE LABELED CLEARLY WITH DIRECTIONAL SYMBOLS SUCH AS ARROWS ON ALL PIPING IN THE EQUIPMENT AREA PER REQUIREMENTS OF 13 11 20 SPECIFICATIONS. 9. WHERE THE RECIRCULATION EQUIPMENT FOR MORE THAN ONE POOL IS LOCATED ON SITE, THE EQUIPMENT SHALL BE MARKED AS TO WHICH POOL THE SYSTEM SERVES. 10. PLUMBING LINES SHALL BE LABELED CLEARLY WITH THE SOURCE OR DESTINATION DESCRIPTIONS PER REQUIREMENTS OF 13 11 20 SPECIFICATIONS. 11. EACH VALVE SHALL BE INSTALLED IN THE EQUIPMENT AREA AND LABELED AS TO ITS PURPOSE PER REQUIREMENTS OF 13 11 20 SPECIFICATIONS. 12. PER SPECIFICATIONS SECTION 13 11 13, SUBMIT AN ELECTRONIC VERSION OF THE PIPE AND VALVE CHART FOR EACH PIPING SYSTEM TO THE ARCHITECT/ENGINEER FOR APPROVAL. CHART TO CONSIST OF ISOMETRIC DRAWINGS OR PIPING LAYOUTS SHOWING AND IDENTIFYING EACH VALVE AND DESCRIBING ITS FUNCTION. UPON COMPLETION OF THE WORK HANG IN A CONSPICUOUS LOCATION IN THE EQUIPMENT ROOM ONE (1) COPY OF EACH CHART TO A RIGID BACKBOARD WITH CLEAR LACQUER PLACED UNDER GLASS AND FRAMED. BULK CHEMICAL STORAGE PLUMBING REQUIREMENTS: 1. INSTALL 2" SCH80 PVC BULK CHEMICAL FILL PIPING IN EACH THE CHLORINE AND ACID STORAGE ROOM FOR CHEMICAL DELIVERY INTO EACH INDIVIDUAL TANK. 2. TERMINATE FILL PIPE IN CORNER OF ROOM USING A TUBV VALVE CONNECTED TO A 2" CAMLOCK MALE X SLIP PVC FITTING. 3. INCLUDE A LOCKABLE CAMLOCK DUST CAP WITH CHAIN CONNECTION TO CAMLOCK FITTING. 4. TERMINATE A 2" FILL LINE WITH A TUBV ISOLATION VALVE INTO EACH BULK STORAGE TANK USING AB ULKHEAD FITTING CONNECTION INTO THE TOP OF THE TANKS. 5. INSTALL 1/5" U-VENT PIPE WITH BULKHEAD FITTING TANK CONNECTION INTO THE TOP OF EACH TANK. 6. PROVIDE AN AIR-TIGHT PENETRATION INTO TANKS FOR EACH CHEMICAL FEEDER TUBING CONNECTION USING INDIVIDUAL BULKHEAD FITTINGS. NOT TO SCALE DETAIL VIEWPL301 1 POOL PIPE TRENCH BENEATH POOL FLOOR NOT TO SCALE DETAIL VIEWPL301 2 POOL PIPE TRENCH CLEAR SPACE CHLORINE ROOM POOL A SURGE TANK 10' X 28' X 8' DEEP STRUCTURAL GRATING OVER PUMP PIT S1A S4A S3A S7A S6A S1BS2B AF1A C1A AP1A AP1B EV1A NXCP1 H1A UV1A F1A UV1B F1B H1B SC1 AS1 AC1 V1A V2A V3A V4A V5A V6A V1B V2B V3B C1B AF1B V7A PUMP LIFTING ZONE [3 0 5 0 ] 10 ' - 0 " [7350] 24' - 1" [8525] 28' - 0" P6AP8A P7AP2A P5A P4A S5A V8A UVP1A UVP1B AS2 AP2AAP2B AL1 P1B S3B P3B P2B P1A SV1A P3A FM1A1 FM1A2 FM1A3 FM6A1 FM7A1 FM1B1 FD1A2 FD1A3 FP1 TS1 (STACKED) (TOP) (BOTTOM) POOL D - OUTDOOR ACTIVITY POOL SURGE TANK 15'-6" x 34' x 8' DEEP H1C F1C UV1C P2CP4C P6CP5C S2CS4C S6CS5C S3C S1C S7C S8C C1CNXCP2 SC2 AS3 AC2 AP1C PV1C AF1C V1C V2C V3C V4C V5C V6C V7C V8C PUMP LIFTING ZONE UVP1C S9C P9C P7C P8C CS2 AP2C AS4 AL2 TS2 P3C P1C FM1C1 FM1C2 FM1C3 FM7C1 FM8C1 FM9C1 FD1C2 FD1C3 FP2 V9C Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:42 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 BK PL400 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y MECHANICAL EQUIPMENT PLAN PLAN VIEW 1/4" = 1'-0" PL400 1 M1 - MECHANICAL ROOM PLAN VIEW 1/4" = 1'-0" PL400 2 M2 - MECHANICAL ROOM AVAILABLE SURGE CAPACITY IN SURGE TANK 4799 GALLONS SURGE FACTOR 1.01 GAL/SQFT FILTER DRAIN RATE 300 GPM FILTRATION RATE 1.06 GPM/FT² TURNOVER/VOLUME/FLOW 120 MIN. 119,568 GAL. 996 GPM TURNOVER/VOLUME/FLOW 60 MIN. 16,985 GAL. 283 GPM CIRCULATION RATE 1,279 GPM TOTAL VOLUME OF WATER 136,553 GALLONS SURGE TANK OPERATING VOLUME 7,331 GALLONS SLIDE STORAGE VOLUME 3,579 GALLONS POOL VOLUME 125,643 GALLONS POOL WATER TEMPERATURE 84 °F WATER SURFACE AREA 4,747 SQUARE FEET POOL PERIMETER 306 FEET DESCRIPTION QTY UNITS POOL A-INDOOR LEISURE POOL DATA FILTER DRAIN RATE 300 GPM FILTRATION RATE 0.95 GPM/FT² TURNOVER/VOLUME/FLOW 20 MIN. 7,225 GAL. 361 GPM CIRCULATION RATE 361 GPM TOTAL VOLUME OF WATER 7,225 GALLONS POOL VOLUME 7,225 GALLONS POOL WATER TEMPERATURE 104 °F WATER SURFACE AREA 327 SQUARE FEET POOL PERIMETER 122 FEET DESCRIPTION QTY UNITS POOL B- IN/OUT WHIRLPOOL DATA AVAILABLE SURGE CAPACITY IN SURGE TANK 5555 GALLONS SURGE FACTOR 1.06 GAL/SQFT FILTER DRAIN RATE 300 GPM FILTRATION RATE 1.41 GPM/FT² TURNOVER/VOLUME/FLOW 120 MIN. 91,772 GAL. 765 GPM TURNOVER/VOLUME/FLOW 60 MIN. 91,600 GAL. 1,527 GPM CIRCULATION RATE 2,291 GPM TOTAL VOLUME OF WATER 183,372 GALLONS SURGE TANK OPERATING VOLUME 13,832 GALLONS SLIDE STORAGE VOLUME 10,252 GALLONS POOL VOLUME 159,288 GALLONS POOL WATER TEMPERATURE 84 °F WATER SURFACE AREA 5,255 SQUARE FEET POOL PERIMETER 588 FEET DESCRIPTION QTY UNITS POOL C-OUTDOOR ACTIVITY POOL DATA Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:49 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 Author PL401 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 Checker 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y MECHANICAL EQUIPMENT SCHEDULES VFD SCHEDULE ID TAG POOL ID MANUFACTURER MODEL HP VOLTAGE PHASE NOTES V1A A ABB ACH580-BCR-052A-4+B056 40 480 3 1,2,4 V2A A ABB ACH580-PDR-03A5-4+B056 2 480 3 1,3,4 V3A A ABB ACH580-PDR-014A-4+B056 10 480 3 1,3,4 V4A A ABB ACH580-PDR-052A-4+B056 40 480 3 1,3,4 V5A A ABB ACH580-PDR-052A-4+B056 40 480 3 1,3,4 V6A A ABB ACH580-PDR-023A-4+B056 15 480 3 1,3,4 V7A A ABB ACH580-PDR-023A-4+B056 15 480 3 1,3,4 V8A A ABB ACH580-PDR-03A5-4+B056 2 480 3 1,3,4,5 V1B B ABB ACH580-BCR-023A-4+B056 15 480 3 1,2,4 V2B B ABB ACH580-PDR-023A-4+B056 15 480 3 1,3,4 V3B B ABB ACH580-PDR-023A-4+B056 15 480 3 1,3,4 V1C C ABB ACH580-BCR-077A-4+B056 60 480 3 1,2,4 V2C C ABB ACH580-PDR-014A-4+B056 10 480 3 1,3,4 V3C C ABB ACH580-PDR-023A-4+B056 15 480 3 1,3,4 V4C C ABB ACH580-PDR-023A-4+B056 15 480 3 1,3,4 V5C C ABB ACH580-PDR-052A-4+B056 40 480 3 1,3,4 V6C C ABB ACH580-PDR-052A-4+B056 40 480 3 1,3,4 V7C C ABB ACH580-PDR-023A-4+B056 15 480 3 1,3,4,5 V8C C ABB ACH580-PDR-052A-4+B056 40 480 3 1,3,4,5 V9C C ABB ACH580-PDR-023A-4+B056 15 480 3 1,3,4,5 PUMP SCHEDULE ID TAG POOL ID PUMP TYPE MANUFACTURER MODEL/SIZE FLOW (GPM) TDH (FT) POWER (HP) MOTOR SPEED (RPM)NOTES P1A A FILTRATION AURORA PUMP 5x6x11 - 324JM 1279 90 40 1800 1,3 P2A A ACTIVITY PENTAIR WHISPERFLOXF XFK-8 113 62 2 3450 2,3 P3A A ACTIVITY AURORA PUMP 3x4x9.5 - 215JM 378 61 10 1800 1,3 P4A A PROPULSION AURORA PUMP 6x8x9.5 - 324JM 1500 73 40 1800 1,3 P5A A PROPULSION AURORA PUMP 6x8x9.5 - 324JM 1500 73 40 1800 1,3 P6A A SLIDE AURORA PUMP 3x4x9.5 - 254JM 500 74 15 1800 1,3 P7A A SLIDE AURORA PUMP 3x4x9.5 - 254JM 500 74 15 1800 1,3 P8A A ACTIVITY PENTAIR WHISPERFLOXF XFK-8 75 78 2 3450 2,3,4 P1B B FILTRATION AURORA PUMP 3x4x9.5 - 254JM 361 80 15 1800 1,3 P2B B JET AURORA PUMP 2.5x3x9.5 - 213JM 240 71 7.5 1800 1,3 P3B B JET AURORA PUMP 2.5x3x9.5 - 215JM 280 82 10 1800 1,3 P1C C FILTRATION AURORA PUMP 6x8x11A - 326JM 2232 85 60 1800 1,3 P2C C ACTIVITY AURORA PUMP 3x4x9.5 - 215JM 377 61 10 1800 1,3 P3C C ACTIVITY AURORA PUMP 4x5x9.5 - 254JM 714 62 15 1800 1,3 P4C C SLIDE AURORA PUMP 3x4x9.5 - 254JM 500 74 15 1800 1,3 P5C C PROPULSION AURORA PUMP 6x8x9.5 - 324JM 1500 73 40 1800 1,3 P6C C PROPULSION AURORA PUMP 6x8x9.5 - 324JM 1500 73 40 1800 1,3 P7C C SLIDE AURORA PUMP 4x5x9.5 - 254JM 800 56 15 1800 1,3,4 P8C C SLIDE AURORA PUMP 6x8x9.5 - 324JM 1800 66 40 1800 1,3,4 P9C C SLIDE AURORA PUMP 3x4x9.5 - 254JM 500 74 15 1800 1,3,4 FILTER SCHEDULE ID TAG POOL ID MANUFACTURER MODEL # FLOW (GPM) FILTRATION RATE (GPM/FT2) FILTER SIZE NOTES FILTER AREA (FT2) FILTER TANK VOLUME (GAL) OPERATING WEIGHT (LB) DIAMETER (IN) HEIGHT (IN) F1A A NEPTUNE BENSON SP-49-48-1548 1279 1.06 1211 615 8437 54" 109 1/2" 1,2 F1B B NEPTUNE BENSON SP-27-48-487 361 0.95 381 159 2970 33 1/2" 97" 1,2 F1C C NEPTUNE BENSON SP-55-48-2076 2232 1.37 1625 841 10847 61 1/2" 110 1/2" 1,2 AIR COMPRESSOR SCHEDULE ID TAG MANUFACTURER MODEL POOLS SERVED TANK SIZE (GAL) POWER (HP/VOLTAGE/PHASE)NOTES AC1 INGERSOLL RAND P1.5IU-A9 A,B 75 1,2 AC2 INGERSOLL RAND P1.5IU-A9 C 75 1,2 HEATER SCHEDULE ID TAG POOL ID MANUFACTURER MODEL BTU/HR INPUT GAS CONNECTION (IN) WATER CONNECTION (IN) VENT DIAMETER (IN) AIR INTAKE (IN)NOTES H1A A LOCHINVAR CPN1802 1,800,000 2" 2 1/2" 1' - 0" 1' - 0"1,2 H1B B LOCHINVAR CPN0652 650,000 1 1/4" 2" 8" 8" 1,2 H1C C LOCHINVAR CPN2072 2,070,000 2" 2 1/2" 1' - 0" 1' - 0"1,2 1. PROVIDE WITH UL TYPE 12 ENCLOSURE. 2. VFD WITH E-CLIPSE BY-PASS. 3. VFD WITH INPUT DISCONNECT AND FUSES ONLY. 4. SEE SPECIFICATIONS SECTION 13 11 26. 5. ALTERNATE 1. DEFENDER FILTERS ARE REGENERATIVE MEDIA. PROVIDE WITH PERLITE MEDIA. 2. SEE SPECIFICATIONS SECTION 13 11 30 REGENERATIVE MEDIA FILTERS. 1. FIBERGLASS/STAINLESS STEEL BODY (choose one), TRANSPARENT ACRYLIC LID, STAINLESS STEEL BASKET, PROVIDE WITH EXTRA STAINLESS STEEL BASKET. 2. PROVIDE WITH ECCENTRIC REDUCING PRECOAT TEE. 3. PROVIDE WITH AN ECCENTRIC REDUCER IN SUCTION PIPING AS SHOWN PER PLAN. 4. SEE SPECIFICATIONS SECTION 13 11 25. 5. ALTERNATE 1. AURORA 3801 CLOSE COUPLED PUMP - TEFC PREMIUM EFFIENCY MOTOR RATED FOR VFD USE. END SUCTION, 316 STAINLESS STEEL IMPELLOR, SLEEVE AND SHAFT, FUSION BONDED EPOXY COATED INTERNAL CAST IRON WETTED PARTS, TEFC PREMIUM EFFICIENCY MOTOR RATED FOR VFD USE, 1800 RPM UNLESS NOTED OTHERWISE. AND WETTED INTERNALS. POWER REQUIRED - 230/460 V, 3 PHASE, 60 HERTZ. 2. PENTAIR PUMPS - TEFC MOTOR, END SUCTION, CLOSED COUPLED, SELF PRIMING. PROVIDE WITH INTEGRAL STAINER AND EXTRA STRAINER BASKET. POWER REQUIRED - 208-230/460 V, 3 PHASE, 60 HERTZ. 3. SEE SPECIFICATIONS SECTION 13 11 25. 4. ALTERNATE 1. DEFENDER COMPRESSOR 5.2 CFM @ 90 PSI & 4.6 CFM @ MAXIMUM 135 PSI, CAST IRON TWIN CYLINDER COMPRESSOR PUMP. PROVIDE WITH WATER SEPARATOR MODEL AMG350, 1/2" PORT SIZE. SEE PL4## (user add sheet #)REGENERATIVE MEDIA DETAIL FOR MORE INFORMATION. 2. SEE SPECIFICATIONS SECTION 13 11 30 REGENERATIVE MEDIA FILTERS. 1. COPPERFIN 2 HEATER - CUPRO NICKEL HEAT EXCHANGER, MANUAL RESET HIGH LIMIT AND MULTI-STACK STAND. FURTHER PROVIDE WITH A.S.M.E. LABEL, RELIEF VALVE, FLOW SWITCH, OPTIONAL PUMP ON/OFF RELAY, AND ALL SAFETY DEVICE PACKAGES PER STATE AND LOCAL CODES. PROVIDE WITH __" FLOWVIS FLOWMETER ON HEATER INFLUENT PIPING AS SHOWN IN DETAIL. PROVIDE WITH _______ VENT KIT MODEL# ____, 2. SEE SPECIFICATIONS SECTION 13 11 40. CHEMICAL CONTROLLER SCHEDULE ID TAG MANUFACTURER MODEL # NOTES C1A SANTA BARBARA CONTROL SYSTEMS CHEMTROL PC3000 1 C1B SANTA BARBARA CONTROL SYSTEMS CHEMTROL PC2100 1 C1C SANTA BARBARA CONTROL SYSTEMS CHEMTROL PC3000 1 1. SEE CHEMICAL CONTROLLER SPECIFICATION SECTION 13 11 37 FOR OPTIONS. SCHEDULE - ULTRA VIOLET DISINFECTION ID TAG POOL ID MANUFACTURER MODEL # PIPE SIZE (IN) PANEL ID TAG TOTAL POWER (KW) POWER REQUIRED (VOLTAGE/PHASE /HZ) BREAKER SIZE (AMPS)NOTES UV1A A EVOQUA WF-225-8 8 UVP1A 5 208/220/230/240V, 1PH (50/60 HZ) 40 1,2,3 UV1B B EVOQUA WF-125-6 6 UVP1B 2.5 208/220/230/240V, 1PH (50/60 HZ) 30 1,2,3 UV1C C EVOQUA WF-430-12 12 UVP1C 12 380/400/415/440/48 0V, 3PH (50/60 HZ) 40 1,2,3 1. PROVIDE WITH SAME PIPE SIZE ETS "EZ" STRAINER VALVE. 2. INSTALL PER DETAILS SEE PL4## (user add sheet #)& UV MANUFACTURER'S RECOMMENDATIONS. 3. SEE SPECIFICATIONS SECTION 13 11 35. 1. POWER REQUIRED - 120 V, 1 PHASE, 15 AMP. 2. USE MURIATIC OR SULFURIC ACID FOR pH CONTROL. BASIS OF DESIGN IS A PERISTALTIC PUMP WITH TUBE FAILURE LEAK DETECTION. PROVIDE WITH WEIGHTED FOOT STRAINER. 3. PROVIDE WITH CO2 INLINE HEATER P/N 12707, C02 FEED SYSTEM P/N 12705 FOR 20-200 SCFH OR P/N 11473 FOR 0-30 SCFH DIFFUSER ASSEMBLY P/N 145NBCO2DF. PROVIDE WITH LOGICO2 Mk90 CO2 STAND-ALONE SAFETY SYSTEM. INCLUDE Mk-90 SENSOR WITH DISPLAY, HORN/STROBE, CABLING, AND SIGNAGE. PROVIDE SETTING THAT COMPLY WITH ALL LOCAL SAFETY CODED AND LEGISLATION. LOCATE SYSTEM NEAR CO2 TANK. INSTALL PER MFG REQUIREMENTS. 4. SEE SPECIFICATIONS SECTION 13 11 37. 1. PRIMARY DISINFECTION: DC SERIES DOUBLE WALL BULK STORAGE TANK, 16" MANWAY. FOR SODIUM HYPOCHLORITE STORAGE. (use with Chemtainer. Note: 50 gallon storage has 8" manway) 2. SECONDARY pH CONTROL: (delete apporpiate one) 15 GALLON CARBOYS OF MURIATIC ACID PROVIDED BY OW NER'S CHEMICAL SUPPLIER. 3. PRIMARY pH CONTROL: (delete apporpiate one)ONE 300 POUND (MINIMUM) CARBO SERIES BULK CO2 TANKS BY CHART INDUSTRIES COMPLETE WITH PRESSURE REGULATOR, GAUGES, VALVES, RESTRAINTS, AND TUBING. INSTALL SYSTEM USING STAINLESS STEEL CYLINDER/TANK RESTRAINTS PER CODE. PLUMB WITH 3/16” ID 1000PSI BRAIDED TUBING FROM CYLINDER TO REGULATOR AND 3/8” O.D. POLYTUBING FROM REGULATOR TO FEEDER. (use with Carbo Series Bulk CO2 tanks by CHART Industries.) 4. ALL CHEMICALS ARE PROVIDED BY OWNER'S CHEMICAL SUPPLIER/S. CONTAINER SIZES ARE BASED ON AN APPROXIMATE 2-WEEK STORAGE ESTIMATE. COORDINATE DELIVERY AND STORAGE REQUIREMENTS WITH OWNER & SUPPLIER PRIOR TO ORDERING CONTAINERS. 5. SEE SPECIFICATIONS SECTION 13 11 37. 1. PROVIDE WITH GEORG FISCHER SIGNET FIELD MOUNT FLOW TRANSMITTER DISPLAY (FD#), MODEL #3-9900-1 AND UNIVERSAL MOUNTING KIT MODEL #3-8050, FLOW AND DESCRIPTION TO BE DISPLAYED ON TRANSMITTER. 2. FLOW TO BE DISPLAYED ON VFD. 3. PROVIDE WITH SCH80 PVC-U CLAMP-ON SADDLE. SIGNET MODEL NUMBER PV8S060 (6"). 4. PROVIDE WITH IRON STRAP-ON SADDLE. SIGNET MODEL NUMBER IR8S080 (8"). 5. PROVIDE WITH IRON STRAP-ON SADDLE. SIGNET MODEL NUMBER IR8S100 (10"). 6. PROVIDE WITH IRON STRAP-ON SADDLE. SIGNET MODEL NUMBER IR8S120 (12"). 7. PROVIDE POWER SUPPLY WITH NEMA 4X ENCLOSURE. 8. ALTERNATE SURGE TANK VENT FAN SCHEDULE ID TAG POOL ID MANUFACTURER MODEL MOTOR HP NOTES SV1A A PLASTEC P20-6 0.25 1,2 1. PLASTEC 20 SERIES ALL PROPYLENE CHEMICAL & CORROSIVE RESISTANT DIRECT DRIVE CENTRIFUGAL EXHAUST FAN, WITH UL LISTED TEFC SINGLE PHASE 115/208-230V MOTOR. PROVIDE WITH MANUFACTURER'S DISCONNECT SWITCH, FLEXIBLE PVC REDUCER COUPLINGS FOR PVC DUCT CONNECTION, MANUAL BALANCING DAMPER, AND 316 STAINLESS STEEL SUPPORT STAND (MODEL #MB15SS). INSTALL STAND WITH NEOPRENE VIBRATION ISOLATORS. COORDINATE INSTALLATION WITH HVAC & ELECTRICAL CONTRACTORS. 2. MODEL P20-6, 400 CFM @ 0.5 IN WG, 0.25 HP. MOTORIZED VALVES SCHEDULE ID TAG POOL ID PIPE SIZE (IN) VALVE SIZE NOTES EV1A A 12 10" 1,3 PV1C C 16 14" 2,3 1. ASAHI SERIES 19 SMART SAV MODULATING FAILSAFE ELECTRIC ACTUATOR WITH TYPE-57P BUTTERFLY VALVE. INCLUDES OLED SCREEN, MULTI-VOLTAGE, CORROSION RESISTANT NEMA4 ENCLOSURE, POSITION INDICATOR, MANUAL OVERRIDE, AND CAPACITOR DISCHARGE SYSTEM FOR FAILSAFE MODE. VALVE SHALL BE ONE SIZE SMALLER THAN THE PIPE SIZE. USE ELECTRIC ACTUATOR MODEL S20 FOR 1 1/2" - 2 1/2" VALVES, MODEL S50 FOR 3" - 4" VALVES, MODEL S110 FOR 6" VALVES, MODEL S400 FOR 8" - 10" VALVES. 2. ASAHI SERIES 79 SINGLE ACTING AIR TO SPRING PNEUMATIC ACTUATOR WITH SPRING RETURN FAIL SAFE MODE, AND A DECLUCTHCABLE MANUAL OVERRIDE GEAR OPERATOR. INCLUDE WITH ASAHI MODEL PST-A202DN SMART ELECTRO-PNEUMATIC POSITIONER FOR A 4-20mA MODULATION SIGNAL. VALVE SHALL BE ONE SIZE SMALLER THAN THE PIPE SIZE. USE PNEUMATIC ACTUATOR MODEL G79PASN FOR 12" VALVES, MODEL M79PSN FOR >=14" VALVES. 3. SEE SPECIFICATION SECTION 13 11 24. AUTOFILL SCHEDULE ID TAG POOL ID AUTOFILL MANUFACTURER AUTOFILL MODEL MAIN POOL FILL LINE POOL AUTO FILL BY-PASS LINE NOTES MIN FILL RATE (GPM) POOL FILL TIME (HR) VALVE SIZE (IN) MIN FILL RATE (GPM) 1" FILL TIME (HRS) VALVE SIZE (IN) AF1A A FLOWLINE ECHOPOD DL24 47 48 2 17 3 1 2,3,4,5 AF1B B AQUATICONTROL TECHNOLOGY ELC800r-SS-WW-200 20 6 1.25 1 3 .5 1,3,5 AF1C C FLOWLINE ECHOPOD DL24 56 48 2 18 3 1.25 2,3,4,5 1. ELC-800r SERIES CONTROLLER, SINGLE SENSING, SURGE TANK SENSING APPLICATION WITH ___ FEET OF CABLE. PROVIDE WITH BELIMO B2 SERIES 2-WAY STAINLESS STEEL CHARACTERISED CONTROL VALVE AND MODEL AFRBUP ACTUATOR W ITH ON/OFF, SPRING RETURN, & AC 24-240V / DC 24-125V UNIVERSAL POWER SUPPLY. 2. MULTI-FUNCTION ULTRASONIC LIQUID LEVEL TRANSMITTER, LEVEL SENSING TO 9.8 FEET, 4-20 mA SIGNAL OUTPUT WITH 4 PROGRAMABLE RELAYS. PROVIDE WITH 48" CABLE.PROVIDE WITH BELIMO B2 SERIES 2-WAY STAINLESS STEEL CHARACTERISED CONTROL VALVE AND MODEL AFRBUP ACTUATOR WITH ON/OFF, SPRING RETURN, & AC 24-240V / DC 24-125V UNIVERSAL POWER SUPPLY FOR BY-PASS VALVE. 3. PROVIDE WITH BELIMO B2 SERIES 2-WAY STAINLESS STEEL CHARACTERISED CONTROL VALVE FOR MAIN FILL LINE. INCLUDE MODEL AFRBUP ACTUATOR WITH ON/OFF, SPRING RETURN, & AC 24-240V / DC 24-125V UNIVERSAL POWER SUPPLY. SEE BUILDING PLUMBING DRAWINGS TO CONFIRM MAIN FILL LINE PIPE/VALVE SIZE PRIOR TO PLACING ORDER. 4. AUTOFILL FILL ASSEMBLY SHALL INCLUDE A SIGNET 2551 FLOW METER USED AS A TOTALIZER ON THE MAIN FILL LINE UPSTREAM TO THE BYPASS LOOP. THE FLOW METER IS FURNISHED AND INSTALLED BY THE POOL CONTRACTOR. SEE AUTOFILL DETAILS FOR FLOW METER INSTALLATION LOCATION. SEE THE FLOW METER SCHEDULE FOR FLOW METER MODEL NUMBERS AND MORE INFORMATION. 5. FILL FLOW RATES AND FILL TIMES SCHEDULED ABOVE ARE ESTIMATES AND MAY VARY DEPENDING ON WATER PRESSURE BUILDING PLUMBING DESIGN. INSTALL AUTOFILL PER MANUFACTURER'S INSTRUCTIONS, INSTALLATION DETAILS, PLUMBING SCHEMATICS, AND POOL ELECTRICAL WIRING DIAGRAMS. STRAINER SCHEDULE ID TAG POOL ID MANUFACTURER INFLUENT (IN) EFFLUENT (IN) MAXIMUM ALLOWABLE FLOW RATE (GPM)NOTES S1A A NEPTUNE BENSON 12" 12" 1901 1,2,4 S3A A NEPTUNE BENSON 6" 4" 488 1,4 S4A A NEPTUNE BENSON 12" 8" 1901 1,4 S5A A NEPTUNE BENSON 12" 8" 1901 1,4 S6A A NEPTUNE BENSON 8" 4" 537 1,4 S7A A NEPTUNE BENSON 8" 4" 537 1,4 S1B B NEPTUNE BENSON 6" 6" 488 1,2,4 S2B B NEPTUNE BENSON 6" 3" 310 1,4 S3B B NEPTUNE BENSON 6" 3" 310 1,4 S1C C NEPTUNE BENSON 16" 16" 3012 1,2,4 S2C C NEPTUNE BENSON 6" 4" 488 1,4 S3C C NEPTUNE BENSON 10" 6" 1220 1,3,4 S4C C NEPTUNE BENSON 8" 4" 537 1,4 S5C C NEPTUNE BENSON 12" 8" 1901 1,4 S6C C NEPTUNE BENSON 12" 8" 1901 1,4 S7C C NEPTUNE BENSON 10" 6" 1220 1,3,4,5 S8C C NEPTUNE BENSON 14" 10" 2295 1,3,4,5 S9C C NEPTUNE BENSON 8" 4" 537 1,4,5 SPILL CONTAINMENT SCHEDULE ID TAG QUANTITY MANUFACTURER POOLS SERVED HEIGHT LENGTH WIDTH NOTES SC1 1 GRAINGER, ULTRATECH INTERNATIONAL A,B 1' - 4 1/2" 4' - 5" 2' - 5" 1 SC2 1 GRAINGER, ULTRATECH INTERNATIONAL C 1' - 4 1/2" 4' - 5" 2' - 5" 1 1. MOLDED, ONE-PIECE POLYETHYLENE CONTAINMENT, MINIMUM 66-GALLON CAPACITY, TWO DRUM PALLET, MIN 3,000 LB LOAD CAPACITY, MATERIAL SHALL BE RATED AS SUITABLE FOR USE WITH CHEMICAL STORED. CONFORMANT TO ASTM D1998. FLOW METER SCHEDULE FM SENSOR ID TAG POOL ID MANUFACTURER MODEL SENSOR LOCATION SYSTEM DESCRIPTION DISPLAY ID TAG DISPLAY LOCATION PUMP TAG PIPE SIZE (IN) FLOW (GPM) POWER SUPPLY ID TAG POWER SUPPLY LOCATION POWER SUPPLY MODEL NOTES FM1A1 A SIGNET 3-2551-P2-12 M1 FILTRATION V1A M1 P1A 10 1279 V1A M1 N/A 2,5 FM1A2 A SIGNET 3-2551-P1-11 M1 FILTRATION FD1A2 M1 P1A 6 283 FP1 M1 7310-2024 1,3,7 FM1A3 A SIGNET 3-2551-P1-11 M1 FILTRATION FD1A3 M1 P1A 8 996 FP1 M1 7310-2024 1,4,7 FM1B1 A SIGNET 3-2551-P1-12 M1 FILTRATION V1B M1 P1B 6 361 V1B M1 N/A 2,3 FM6A1 A SIGNET 3-2551-P1-12 INDOOR SLIDE TOWER SLIDE V6A M1 P6B 6 500 V6A M1 N/A 2,3 FM7A1 A SIGNET 3-2551-P1-12 INDOOR SLIDE TOWER SLIDE V7A M1 P7B 6 500 V7A M1 N/A 2,3 FM1C1 C SIGNET 3-2551-P2-12 M2 FILTRATION V1C M2 P1C 12 2291 V1C M2 N/A 2,6 FM1C2 C SIGNET 3-2551-P2-11 M2 FILTRATION FD1C2 M2 P1C 10 1527 FP2 M2 7310-2024 1,5,7 FM1C3 C SIGNET 3-2551-P1-11 M2 FILTRATION FD1C3 M2 P1C 8 765 FP2 M2 7310-2024 1,4,7 FM7C1 C SIGNET 3-2551-P1-12 OUTDOOR SLIDE TOWER SLIDE V7C M2 P7C 8 800 V7C M2 N/A 2,4,8 FM8C1 C SIGNET 3-2551-P2-12 OUTDOOR SLIDE TOWER SLIDE V7C M2 P8C 12 1800 V8C M2 N/A 2,6,8 FM9C1 C SIGNET 3-2551-P1-12 INDOOR SLIDE TOWER SLIDE V7C M2 P9C 6 500 V9C M2 N/A 2,3,8 NEXGEN FEEDER SCHEDULE ID TAG POOL ID MANUFACTURER MODEL SODIUM HYPOCHLORITE MAXIMUM OUTPUT (LBS/DAY)NOTES NXCP1 A,B CHLORKING NEXGEN 40-R 48 1,2,3,4,5 NXCP2 C CHLORKING NEXGEN 40-R 48 1,2,3,4,5 1. POWER REQUIRED - 120 V, 1 PHASE, 15 AMP. 2. REQUIRES HYDROGEN VENT. COORDINATE WITH MEP FOR VENT LOCATION. 3. MAY REQUIRE A SECONDARY SANITATION SYSTEM. PRIMARY AND SECONDARY SANITIZING SYSTEMS WILL SUPPLY CHLORINE LEVELS BASED ON SET-POINTS SET BY THE OWNER/OPERATOR AND COMPLIANT WITH POOL OPERATING CODES. 4. THE NEXGEN SYSTEM IS CONCIDERED TO BE THE PRIMARY SOURCE FOR SANITATION. THE SECONDARY SANITATION SYSTEM WILL ONLY BE ENGAGED IF THE PRIMARY SYSTEM IS UNABLE TO MAINTAIN SET-POINTS ESTABLISHED BY THE OWNER/OPERATOR. 5. SEE SPECIFICATIONS SECTION 13 11 37. pH FEEDER SCHEDULE ID TAG POOL ID MANUFACTURER MODEL ACID MAXIMUM OUTPUT (GAL/DAY) CO2 MAXIMUM OUTPUT (LB/DAY)NOTES AP1A A BLUE-WHITE A1N00A-7T 21.6 0 1,2,4 AP1B B BLUE-WHITE A1N00A-7T 21.6 0 1,2,4 AP1C C BLUE-WHITE A1N00A-7T 21.6 0 1,2,4 AP2A A NEPTUNE BENSON 20-200 SCFH CO2 pH CONTROL SYSTEM 0 200 1,3,4 AP2B B NEPTUNE BENSON 20-200 SCFH CO2 pH CONTROL SYSTEM 0 200 1,3,4 AP2C C NEPTUNE BENSON 20-200 SCFH CO2 pH CONTROL SYSTEM 0 200 1,3,4 STORAGE SCHEDULE ID TAG POOLS SERVED MANUFACTURER MODEL STORAGE QTY CAPACITY EACH (GALLONS) CAPACITY EACH (LBS CO2) SIZE NOTESDIAMETER HEIGHT AS1 A,B CHEMICAL SUPPLIER 15 GALLON CARBOY 4 15 1' - 2 77/128" 2' - 2 77/256" AS2 A,B CHART INDUSTRIES CARBO-MIZER 300 1 299 1' - 8" 4' - 7 5/8" AS3 C CHEMICAL SUPPLIER 15 GALLON CARBOY 3 15 1' - 2 77/128" 2' - 2 77/256" AS4 C CHART INDUSTRIES CARBO-MIZER 300 1 299 1' - 8" 4' - 7 5/8" CS1 A,B CHLORKING 2 55 CS2 C CHLORKING 2 55 TEST SINK SCHEDULE ID TAG MANUFACTURER MODEL NOTES TS1 TECHNOFORM INDUSTRIES LTD RUGGED TUB NOVA G32-W 1,2 TS2 TECHNOFORM INDUSTRIES LTD RUGGED TUB NOVA G32-W 1,2 1. TEST STATION, RUGGED TUB MODEL NUMBER NOVE G32-W, 26 GALLON HEVEY DUTY POLYPROPYLENE UTILITY SINK AND LEGS WITH KNOCKOUT HOLES, PROVIDE WITH DRAIN PLUG AND NUT KIT. PROVIDE WITH COMPLETE STAINLESS STEEL FAUCET OPTION #4 AND HARDWARE KIT. 2. PLUMBING CONTRACTOR TO PREOVIDE SINK, WATER AND SEWER CONNECTION. REFER TO PLUMBING DRAWINGS FOR PIPE SIZES AND ROUTING. COORDINATE WITH POOL CONTRACTOR FOR ANY IN GROUND POOL PIPING. G FM G FM FM G G G CW CW CW G G G G G G G G G G FM G G G G G G G G G G G G G G G G G G FM FM VFS 6" A I R G A P M FS TS P1-1A P1A FILTRATION SYSTEM S1A FM1A P1-1A COMPOUND GAUGE, TYP P1-3A ECCENTRIC REDUCING PRECOAT TEE P1-2A FILTER DRAIN LINE WITH 6" AIR GAP F1A VACUUM HOSE CONTROL PANEL D-1A P1-3A FILTER DRAIN HUB 3/4" PRECOAT VENT LINE, SCH. 40 PVC PNEUMATIC PRECOAT BLEED VALVE, NC 1-1/2" VACUUM TRANSFER PIPING, SCH. 40 PVC FM2A P1-40A P1-20A 120 MINUTE TURNOVER MECHANICAL ROOM WALL FM3A P1-1A MECHANICAL ROOM FLOOR FLOAT TANK SALT TANK C1-2AC1-2A CHLORINE ROOM POOL A BOOSTER PUMP ACID PUMP SALT WATER PUMP POOL B BOOSTER PUMP PRODUCTION TANK POOL B VFS CONTROLLER C1-2B P1-8B P1-8A MECHANICAL ROOM FLOOR MECHANICAL ROOM WALL FROM MAIN DRAIN S1-1A FROM SURGE TANK S1-10A TO AUTOFILL AF1A P2A ZERO DEPTH ENTRY SYSTEM P2-1A FROM POOL S2-1A S2A P6A BODY SLIDE 1 SYSTEM FROM POOL S6-1A S6A P6-10A P2-10A P2-20A P2-30A P2-2A TO PUMP P1A SURGE TANK SCHEMATIC S1-10A SURGE TANK VENT SURGE TANK OVERFLOW G-30A G-20A AF1A COMPOUND GAUGE, TYP UV1A P1-5A CHEMICAL SAMPLING C1A P1-4A THERMOMETER, TYP (3) P1-7A H1A P1-6A EV1A CHEMICAL INJECTION AP1A CS1 ACID/pH ROOM FROM POOL B SYSTEM, SEE PL520 TO POOL B SYSTEM, SEE PL520 P3A RIVER SYSTEM P3-1A FROM POOL S3-1A S3A P3-10A P3-20A P3-30A P3-2A P4A PROPULSION SYSTEM P4-1A FROM POOL S4-1A S4A P4-10A P4-20A P4-30A P4-2A P5A PROPULSION SYSTEM P5-1A FROM POOL S5-1A S5A P5-10A P5-20A P5-30A P5-2A P7A BODY SLIDE 2 SYSTEM FROM POOL S7-1A S7A P7-10A P8A SUN SHOWER SYSTEM FROM POOL S8-1A S8A P8-10A P1-8AP1-8A P2-40A P2-50A P3-40A P3-50A P2-2A P2-2A P3-3A P3-4A 60 MINUTE TURNOVER FM7A FM6A ChlorKing Nex-Gen BY CW CW01/09/2014 CW Brine Solution H.T . P . H.T . P . Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:50 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MDG PL510 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - MECHANICAL SCHEMATIC NOT TO SCALE DETAIL VIEWPL510 1 POOL A - INDOOR LEISURE POOL MECHANICAL SCHEMATIC REGENERATIVE MEDIA FILTER PROGRAMMER (F1A) FILTRATION PUMP (P1A) FILTER VACUUM OUTLET 120 V 230/460 V PANELBOARD VFD D PROPULSION PUMP (P4A) VFD D SINGLE OUTLET FOR ACID FEED PUMP (AP1A) 120 V 11 10 CHEMICAL CONTROLLER (C1A)120 V PANELBOARD120 V, 20 AMP 4 8 24 V DATA CABLE PER MANUFACTURER'S REQUIREMENTS 120 V, 20 AMP WATER LEVEL CONTROL VALVE - BELIMO TYPE (AF1A) WATER LEVEL SENSOR (AF1A) JUNCTION BOX AIR COMPRESSOR (AC1) 7 SEQUENCE OF OPERATIONS -SWIMMING POOL WITH REGENERATIVE MEDIA FILTER SYSTEM FILTRATION PUMP: • THE NORMAL OPERATING POSITION OF THE FILTRATION PUMP VFD HOA SWITCH IS THE “AUTO” POSITION. IN THE “AUTO”POSITION THE FILTRATION PUMP SHALL RUN AT DESIGN FLOW (FREQUENCY). • THE FILTRATION PUMP SHALL RUN WHEN THE FILTER PROGRAMMER IS IN THE FILTRATION MODE. • THE FILTRATION PUMP SHALL RUN AT REDUCED SPEED WHEN THE FILTER PROGRAMMER IS IN THE PRECOAT MODE. COORDINATE SPEED SETTING WITH FILTER COMISSIONING AGENT. • THE FILTRATION PUMP SHALL NOT RUN WHEN THE FILTER PROGRAMMER IS IN THE BUMP OR OFF MODES. FILTER PROGRAMMER: • THE FILTER PROGRAMMER'S NORMAL OPERATION IS IN FILTRATION MODE. • THE FILTER BUMP CYCLE IS ACTIVATED BY THE FILTER PROGRAMMER EITHER AUTOMATICALLY OR BY A PUSH BUTTON. • THE FILTER PROGRAMMER SHALL RECEIVE A FEEDBACK SIGNAL FROM THE FILTRATION PUMP VFD THAT THE FILTRATION PUMP IS OPERATING. • THE FILTER PROGRAMMER IS SUPPLIED WITH AUXILIARY CONTACTS TO DISABLE OTHER POOL EQUIPMENT WHEN THE FILTRATION PUMP IS NOT RUNNING DUE TO PUMP FAILURE (FEEDBACK SIGNAL FROM VFD) OR THE PROGRAMMER IS IN THE BUMP OR OFF MODES. CHEMICAL CONTROLLER & CHEMICAL FEED OUTLETS: • THE CHEMICAL CONTROLLER CPU SHALL BE POWERED AT ALL TIMES. • THE CHEMICAL CONTROLLER AND CHEMICAL FEED OUTLETS SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), THE IN-LINE FLOW SWITCH IS NOT MADE OR THE FILTRATION PROGRAMMER IS IN THE BUMP OR OFF MODE; THE FEED OUTLETS ARE INACTIVE. • CHEMICAL CONTROLLER FEED OUTLETS ENERGIZES / DE-ENERGIZES SANITIZER AND pH FEED BASED UPON POOL WATER CHEMISTRY. CHEMICAL FEED PUMPS • THE CHEMICAL FEED PUMPS ARE ENERGIZED BY THE CHEMICAL FEED OUTLETS. POOL HEATER: • THE POOL HEATER SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), OR THE FILTRATION PROGRAMMER IS IN THE BUMP OR OFF MODE; THE HEATER IS INACTIVE. • THE POOL HEATER CIRCULATING PUMP IS CONTROLLED BY THE POOL HEATER CONTROLLER. • POOL HEATER CYCLES ON AND OFF AS NEEDED BASED UPON POOL WATER TEMPERATURE. • POOL HEATER IS INTERLOCKED WITH MANUFACTURER SUPPLIED FLOW SWITCH AND HI-LIMIT TEMP SENSORS. FLOW METER: • WHEN FLOW METER POWER SUPPLY IS ENERGIZED, THE FLOW METER SENSOR SHALL PROVIDE THE FLOW READOUT IN GPM. • THE FLOW METER SHALL PROVIDE FLOW DATA TO THE INDICATED VFD AND CONTROL SPEED OF THE VFD BASED ON FLOW. ULTRAVIOLET (UV) DISINFECTION UNIT: • THE UV UNIT IS NORMALLY ON. • THE UV UNIT SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), OR THE FILTER PROGRAMMER IS IN THE PRECOAT, BUMP, OR OFF MODES; THE FILTER PROGRAMMER SHALL SEND A SIGNAL TO TURN OFF THE UV. • THE UV NORMALLY RUNS IN VARIABLE POWER MODE. • COMBINED CHLORINE UV CONTROL: WITH FREE AND TOTAL CHLORINE SENSORS, THE CONTROLLER SHALL PROVIDE UV BOOST CONTROL OF A UV SYSTEM BASED UPON THE COMBINED CHLORINE SET POINT. WHEN COMBINED CHLORINE IS ABOVE THE SET POINT THE UV SYSTEM SHALL BOOST TO 100% TO INCREASE THE CHLORAMINE DESTRUCTION RATE. THE UV SHALL RETURN TO VARIABLE POWER MODE ONCE COMBINED CHLORINE DROPS BELOW THE SET POINT. NOTES: 1. LOW VOLTAGE <=24V. ALL LOW VOLTAGE WIRING IS SUPPLIED, INSTALLED AND CONNECTED BY THE POOL CONTRACTOR. 2. IF CONDUIT IS REQUIRED BY CODE FOR LOW VOLTAGE WIRING, THEN THIS MUST BE SPECIFIED BY THE ELECTRICAL CONSULTANT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 3. IF CODE REQUIRES THAT LOW VOLTAGE WIRING IS INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR THEN THIS MUST BE SPECIFIED BY THE ELECTRICAL CONSULTANT. 4. CONDUIT, WIRE SIZES, AND SHIELDING REQUIREMENTS SHALL BE DETERMINED & SPECIFIED BY THE ELECTRICAL CONSULTANT AS NEEDED PER LOCAL BUILDING AND ELECTRICAL CODE REQUIREMENTS. 5. THIS SCHEMATIC DRAWING IS NOT AN ELECTRICAL INSTALLATION DIAGRAM AND IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE POOL CONTRACTOR TO COORDINATE ALL INTERLOCKS WITH THE ELECTRICAL CONTRACTOR. THE POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE AN OPERATING SYSTEM PER THE SEQUENCE OF OPERATIONS. KEYNOTES: 1. WIRING (LAMP POWER CORD) FURNISHED WITH UV UNIT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. FINAL CONNECTIONS TO UV CHAMBER AND CONTROL CABINET BY POOL CONTRACTOR 2. FURNISHED WITH UV UNIT AND INSTALLED BY POOL CONTRACTOR 3. TDS CONTROL. 4. PROVIDE (2) WIRES FOR CHEMICAL CONTROLLER INTERLOCK CONNECTION FROM FILTER PROGRAMMER CONTACTS #45 AND #46 TO THE CHEMICAL CONTROLLER RUN/STOP CONTACTS.WHEN FILTER PROGRAMMER IS IN OFF, PRECOAT, OR BUMP MODE, OR THE FILTRATION PUMP IS NOT RUNNING DUE TO POWER FAILURE (SIGNAL FROM VFD), THIS CONNECTION SHALL DISABLE THE CHEMICAL CONTROLLER AND DEACTIVATE THE CHEMICAL FEED TO THE SYSTEM. 5. UV BOOST SIGNAL BASED ON COMBINED CHLORINE. 6. NOT USED. 7. SENSOR CABLE FROM WATER LEVEL SENSOR. FURNISHED WITH WATER LEVEL SENSOR AND INSTALLED BY POOL CONTRACTOR. 8. CONDUCTOR CABLE CONTAINS POWER AND SIGNAL CABLES. COORDINATE REQUIREMENTS WITH WATER LEVEL SENSOR AND CHEMICAL CONTROLLER MANUFACTURERS. 9. WHEN FILTER PROGRAMMER IS OFF, PRECOAT OR BUMP MODE OR THE FILTRATION PUMP NOT RUNNING DUE TO POWER FAILURE, THIS CONNECTION SHALL DEACTIVATE THE CONNECTED POOL EQUIPMENT. COORDINATE WIRING REQUIREMENTS WITH EQUIPMENT MANUFACTURER. 10. VFD ANALOG OUTPUT REPEAT FLOW METER DATA TO CHEMICAL CONTROLLER. 11. A FLOW CELL WITH SHUT-OFF SWITCH SHALL COME PREASSEMBLED AND WIRED TO THE CHEMICAL CONTROLLER. POOL CONTRACTOR SHALL ASSURE CHEMICAL CONTROLLER FLOW CELL ASSEMBLY IS WORKING PROPERLY AND DEACTIVATES CHEMICAL FEED UNDER A NO FLOW CONDITION. 12. ELECTRICIAN MUST MOUNT THE SMALL BOX ON THE FRAME OF THE DEFENDER FILTER IN THE PREDRILLED HOLES, CUT THE PLUG OFF THE VACUUM CORD AND HARD WIRE IT TO THE WIRES ALREADY IN THE SMALL BOX. LEGEND: LOW VOLTAGE LINE VOLTAGE CONTRACTOR TO COORDINATE WITH EQUIPMENT REQUIREMENTS DISCONNECT - LOCATE AT EQUIPMENT PER CODE REQUIREMENTSD # POOL EQUIPMENT OPERATING MODES "X" INDICATES THE EQUIPMENT IS ENERGIZED/RUNNING. "O" INDICATES THE EQUIPMENT IS NOT ENERGIZED. FILTRATION PROGRAMMER OPERATING MODE FILTRATION PUMP BUMP O PRECOAT REDUCED SPEED OFF FILTRATION O X 120 V, 15 AMP UV CHAMBER (UV1A) UV CONTROL CABINET (UV1A) 12 FLOW METER SENSOR (FM1A) 4-20mA BODY SLIDE 2 PUMP (P7A) VFD D FLOW METER SENSOR (FM7A) 4-20mA BODY SLIDE 1 PUMP (P6A) VFD 230/460 V D 230/460 V EMERGENCY STOP EMERGENCY STOP 230/460 V 230/460 V 230/460 V 230/460 V 230/460 V SINGLE OUTLET FOR NEXGEN FEED PUMP (NXCP1) POOL HEATER CONTROL PANEL (H1A) POOL HEATER (H1A) CIRCULATING PUMP RELAY FLOW SWITCH POOL SUPPLY SENSOR HI-LIMIT 120 V, 15-20 AMP 120 V, 15 AMP D MAIN DRAIN DIGITAL POSITION VALVE (EV1A) DATA (4-20 mA OUTPUT) FLOW METER POWER SUPPLY (FP1A) 120 V FLOW METER DISPLAY (FM2A) FLOW METER SENSOR (FM2A) 5 3 D 120 V, 15 AMP 230/460 V 230/460 V 120 V, 20 AMP 12 9 9 FLOW METER DISPLAY (FM3A) FLOW METER SENSOR (FM3A) SUN SHOWER PUMP (P8A) VFD D FLOW METER SENSOR (FM8A) 4-20mA 230/460 V EMERGENCY STOP 230/460 V VFD D PROPULSION PUMP (P5A) 230/460 V 230/460 V FLOW METER SENSOR (FM6A) 4-20mA ZERO DEPTH ENTRY ACTIVITY PUMP (P2A) VFD 230/460 V D EMERGENCY STOP 230/460 V RIVER ACTIVITY PUMP (P3A) VFD 230/460 V D EMERGENCY STOP 230/460 V SINGLE OUTLET FOR CO2 FEEDER (AP2A) 120 V CHEMICAL CONTROLLER CHLORINE FEED ACID/CO2 FEED HEATER X O O O X O O O X X X X X O O O UV O O X O ELECTRONIC DRAIN VALVE O (CLOSED) O (CLOSED) O (CLOSED) X (MODULATING) Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:51 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MDG PL511 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL A - ELECTRICAL SCHEMATIC NOT TO SCALE DETAIL VIEWPL511 1 POOL A - INDOOR LEISURE POOL ELECTRICAL SCHEMATIC G FM G G G CW CW CW G G G G G G G FM G G G G VFS 6" A I R G A P FS TS P1-1B P1B FILTRATION SYSTEM S1B FM1B P1-1B COMPOUND GAUGE, TYP P1-3B ECCENTRIC REDUCING PRECOAT TEE P1-2B FILTER DRAIN LINE WITH 6" AIR GAP F1B VACUUM HOSE CONTROL PANEL D-1B P1-3B FILTER DRAIN HUB 3/4" PRECOAT VENT LINE, SCH. 40 PVC PNEUMATIC PRECOAT BLEED VALVE, NC 1-1/2" VACUUM TRANSFER PIPING, SCH. 40 PVC P1-20B MECHANICAL ROOM WALL P1-1B MECHANICAL ROOM FLOOR FLOAT TANK SALT TANK C1-2BC1-2B CHLORINE ROOM POOL B BOOSTER PUMP ACID PUMP SALT WATER PUMP POOL A BOOSTER PUMP PRODUCTION TANK POOL B VFS CONTROLLER C1-2A P1-8A P1-8B MECHANICAL ROOM FLOOR MECHANICAL ROOM WALL FROM MAIN DRAIN S1-1B FROM SKIMMER S1-10B TO AUTOFILL AF1B P2B INDOOR JET SYSTEM P2-1B FROM POOL S2-1B S2B COMPOUND GAUGE, TYP UV1B P1-5B CHEMICAL SAMPLING C1B P1-4B THERMOMETER, TYP (3) P1-7B H1B P1-6B CHEMICAL INJECTION AP1B CS1 ACID/pH ROOM FROM POOL A SYSTEM, SEE PL510 TO POOL A SYSTEM, SEE PL510 P3B OUTDOOR JET SYSTEM P3-1B FROM POOL S3-1B S3B P1-8BP1-8B ChlorKing Nex-Gen BY CW CW01/09/2014 CW Brine Solution H.T . P . H.T . P . Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:51 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MDG PL520 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL B - MECHANICAL SCHEMATIC NOT TO SCALE DETAIL VIEWPL520 1 POOL B - IN/OUT WHIRLPOOL MECHANICAL SCHEMATIC REGENERATIVE MEDIA FILTER PROGRAMMER (F1B) FILTRATION PUMP (P1B) FILTER VACUUM OUTLET 120 V 230/460 V PANELBOARD EMERGENCY STOP VFD D 11 10 CHEMICAL CONTROLLER (C1B)120 V PANELBOARD 120 V, 20 AMP 4DATA CABLE PER MANUFACTURER'S REQUIREMENTS 120 V, 20 AMP SEQUENCE OF OPERATIONS -WHIRLPOOL/SPA WITH REGENERATIVE MEDIA FILTER SYSTEM FILTRATION PUMP: • THE NORMAL OPERATING POSITION OF THE FILTRATION PUMP VFD HOA SWITCH IS THE “AUTO” POSITION. IN THE “AUTO”POSITION THE FILTRATION PUMP SHALL RUN AT DESIGN FLOW (FREQUENCY). • THE FILTRATION PUMP SHALL RUN WHEN THE FILTER PROGRAMMER IS IN THE FILTRATION MODE. • THE FILTRATION PUMP SHALL RUN AT REDUCED SPEED WHEN THE FILTER PROGRAMMER IS IN THE PRECOAT MODE. COORDINATE SPEED SETTING WITH FILTER COMISSIONING AGENT. • THE FILTRATION PUMP SHALL NOT RUN WHEN THE FILTER PROGRAMMER IS IN THE BUMP OR OFF MODES. FILTER PROGRAMMER: • THE FILTER PROGRAMMER'S NORMAL OPERATION IS IN FILTRATION MODE. • THE FILTER BUMP CYCLE IS ACTIVATED BY THE FILTER PROGRAMMER EITHER AUTOMATICALLY OR BY A PUSH BUTTON. • THE FILTER PROGRAMMER SHALL RECEIVE A FEEDBACK SIGNAL FROM THE FILTRATION PUMP VFD THAT THE FILTRATION PUMP IS OPERATING. • THE FILTER PROGRAMMER IS SUPPLIED WITH AUXILIARY CONTACTS TO DISABLE OTHER POOL EQUIPMENT WHEN THE FILTRATION PUMP IS NOT RUNNING DUE TO PUMP FAILURE (FEEDBACK SIGNAL FROM VFD) OR THE PROGRAMMER IS IN THE BUMP OR OFF MODES. CHEMICAL CONTROLLER & CHEMICAL FEED OUTLETS: • THE CHEMICAL CONTROLLER CPU SHALL BE POWERED AT ALL TIMES. • THE CHEMICAL CONTROLLER AND CHEMICAL FEED OUTLETS SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), THE IN-LINE FLOW SWITCH IS NOT MADE OR THE FILTRATION PROGRAMMER IS IN THE PRECOAT, BUMP, OR OFF MODE; THE CONTROLLER AND FEED OUTLETS ARE INACTIVE. • CHEMICAL CONTROLLER FEED OUTLETS ENERGIZES / DE-ENERGIZES SANITIZER AND pH FEED BASED UPON POOL WATER CHEMISTRY. CHEMICAL FEED PUMPS • THE CHEMICAL FEED PUMPS ARE ENERGIZED BY THE CHEMICAL FEED OUTLETS. POOL HEATER: • THE POOL HEATER SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), OR THE FILTRATION PROGRAMMER IS IN THE BUMP OR OFF MODE; THE HEATER IS INACTIVE. • THE POOL HEATER CIRCULATING PUMP IS CONTROLLED BY THE POOL HEATER CONTROLLER. • POOL HEATER CYCLES ON AND OFF AS NEEDED BASED UPON POOL WATER TEMPERATURE. • POOL HEATER IS INTERLOCKED WITH MANUFACTURER SUPPLIED FLOW SWITCH AND HI-LIMIT TEMP SENSORS. FLOW METER: • WHEN FLOW METER POWER SUPPLY IS ENERGIZED, THE FLOW METER SENSOR SHALL PROVIDE THE FLOW READOUT IN GPM. • THE FLOW METER SHALL PROVIDE FLOW DATA TO THE INDICATED VFD AND CONTROL SPEED OF THE VFD BASED ON FLOW. ULTRAVIOLET (UV) DISINFECTION UNIT: • THE UV UNIT IS NORMALLY ON. • THE UV UNIT SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), OR THE FILTER PROGRAMMER IS IN THE PRECOAT, BUMP, OR OFF MODES; THE FILTER PROGRAMMER SHALL SEND A SIGNAL TO TURN OFF THE UV. • THE UV NORMALLY RUNS IN VARIABLE POWER MODE. • COMBINED CHLORINE UV CONTROL: WITH FREE AND TOTAL CHLORINE SENSORS, THE CONTROLLER SHALL PROVIDE UV BOOST CONTROL OF A UV SYSTEM BASED UPON THE COMBINED CHLORINE SET POINT. WHEN COMBINED CHLORINE IS ABOVE THE SET POINT THE UV SYSTEM SHALL BOOST TO 100% TO INCREASE THE CHLORAMINE DESTRUCTION RATE. THE UV SHALL RETURN TO VARIABLE POWER MODE ONCE COMBINED CHLORINE DROPS BELOW THE SET POINT. NOTES: 1. WHEN JET PUMP(S) TIMER IS MANUALLY ACTIVATED, PUMP(S) IS ENERGIZED FOR SPECIFIED AMOUNT OF TIME AND THEN DE-ENERGIZED UNTIL TIMER IS RE-ACTIVATED. 2. WHEN WHIRLPOOL EMERGENCY STOP IS MANUALLY ACTIVATED, CIRCUIT IS OPENED AND FILTRATION PUMP / JET PUMP(S) ARE DE-ENERGIZED UNTIL EMERGENCY STOP IS MANUALLY RESET. NOTES: 1. LOW VOLTAGE <=24V. ALL LOW VOLTAGE WIRING IS SUPPLIED, INSTALLED AND CONNECTED BY THE POOL CONTRACTOR. 2. IF CONDUIT IS REQUIRED BY CODE FOR LOW VOLTAGE WIRING, THEN THIS MUST BE SPECIFIED BY THE ELECTRICAL CONSULTANT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 3. IF CODE REQUIRES THAT LOW VOLTAGE WIRING IS INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR THEN THIS MUST BE SPECIFIED BY THE ELECTRICAL CONSULTANT. 4. CONDUIT, WIRE SIZES, AND SHIELDING REQUIREMENTS SHALL BE DETERMINED & SPECIFIED BY THE ELECTRICAL CONSULTANT AS NEEDED PER LOCAL BUILDING AND ELECTRICAL CODE REQUIREMENTS. 5. THIS SCHEMATIC DRAWING IS NOT AN ELECTRICAL INSTALLATION DIAGRAM AND IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE POOL CONTRACTOR TO COORDINATE ALL INTERLOCKS WITH THE ELECTRICAL CONTRACTOR. THE POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE AN OPERATING SYSTEM PER THE SEQUENCE OF OPERATIONS. KEYNOTES: 1. WIRING (LAMP POWER CORD) FURNISHED WITH UV UNIT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. FINAL CONNECTIONS TO UV CHAMBER AND CONTROL CABINET BY POOL CONTRACTOR 2. FURNISHED WITH UV UNIT AND INSTALLED BY POOL CONTRACTOR 3. TDS CONTROL. 4. PROVIDE (2) WIRES FOR CHEMICAL CONTROLLER INTERLOCK CONNECTION FROM FILTER PROGRAMMER CONTACTS #45 AND #46 TO THE CHEMICAL CONTROLLER RUN/STOP CONTACTS.WHEN FILTER PROGRAMMER IS IN OFF, PRECOAT, OR BUMP MODE, OR THE FILTRATION PUMP IS NOT RUNNING DUE TO POWER FAILURE (SIGNAL FROM VFD), THIS CONNECTION SHALL DISABLE THE CHEMICAL CONTROLLER AND DEACTIVATE THE CHEMICAL FEED TO THE SYSTEM. 5. UV BOOST SIGNAL BASED ON COMBINED CHLORINE. 6. NOT USED. 7. NOT USED. 8. NOT USED. 9. WHEN FILTER PROGRAMMER IS OFF, PRECOAT OR BUMP MODE OR THE FILTRATION PUMP NOT RUNNING DUE TO POWER FAILURE, THIS CONNECTION SHALL DEACTIVATE THE CONNECTED POOL EQUIPMENT. COORDINATE WIRING REQUIREMENTS WITH EQUIPMENT MANUFACTURER. 10. VFD ANALOG OUTPUT REPEAT FLOW METER DATA TO CHEMICAL CONTROLLER. 11. A FLOW CELL WITH SHUT-OFF SWITCH SHALL COME PREASSEMBLED AND WIRED TO THE CHEMICAL CONTROLLER. POOL CONTRACTOR SHALL ASSURE CHEMICAL CONTROLLER FLOW CELL ASSEMBLY IS WORKING PROPERLY AND DEACTIVATES CHEMICAL FEED UNDER A NO FLOW CONDITION. 12. ELECTRICIAN MUST MOUNT THE SMALL BOX ON THE FRAME OF THE DEFENDER FILTER IN THE PREDRILLED HOLES, CUT THE PLUG OFF THE VACUUM CORD AND HARD WIRE IT TO THE WIRES ALREADY IN THE SMALL BOX. LEGEND: LOW VOLTAGE LINE VOLTAGE CONTRACTOR TO COORDINATE WITH EQUIPMENT REQUIREMENTS DISCONNECT - LOCATE AT EQUIPMENT PER CODE REQUIREMENTSD # POOL EQUIPMENT OPERATING MODES "X" INDICATES THE EQUIPMENT IS ENERGIZED/RUNNING. "O" INDICATES THE EQUIPMENT IS NOT ENERGIZED. FILTRATION PROGRAMMER OPERATING MODE FILTRATION PUMP CHEMICAL CONTROLLER CHLORINE FEED ACID/CO2 FEED HEATER BUMP O X O O O PRECOAT REDUCED SPEED OFF FILTRATION O X O O O X X X X X X O O O UV O O X O UV CHAMBER (UV1B) UV CONTROL CABINET (UV1B) 12 FLOW METER SENSOR (FM1B) 4-20mA TIMER VFD D 230/460 V 230/460 V 23o or 460 V 230/460 V 120 VSINGLE OUTLET FOR NEXGEN FEED PUMP (NXCP1) POOL HEATER CONTROL PANEL (H1B) POOL HEATER (H1B) CIRCULATING PUMP RELAY FLOW SWITCH POOL SUPPLY SENSOR HI-LIMIT 5 3 WATER LEVEL CONTROL BOX (AF1B) 120 V, 20 AMP WATER LEVEL CONTROL VALVE - BELIMO TYPE (AF1B) SENSOR ASSEMBLY (AF1B) 120 V 230/460 V WHIRLPOOL JET PUMP (P2B) 120 V 120 V 120 V, 20 AMP 120 V, 15-20 AMP 120 V, 15 AMP D 120 V, 15-20 AMP 120 V, 15 AMP D 12 9 9 TIMER 120 V VFD D 230/460 V WHIRLPOOL JET PUMP (P3B) EMERGENCY STOP 120 V 120 V SINGLE OUTLET FOR ACID FEED PUMP (AP1B) SINGLE OUTLET FOR CO2 FEEDER (AP2B) 120 V Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:52 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MDG PL521 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL B - ELECTRICAL SCHEMATIC NOT TO SCALE DETAIL VIEWPL521 1 POOL B - INDOOR/OUTDOOR WHIRLPOOL ELECTRICAL SCHEMATIC G FM G FM FM G G G CW CW CW G G G G G G G G FM G G G G G G G G G G G G G G G G G G G G G G FM FM G G FM G G FM 6" A I R G A P M FS TS P1-1C P1C FILTRATION SYSTEM S1C FM1C P1-1C COMPOUND GAUGE, TYP P1-3C ECCENTRIC REDUCING PRECOAT TEE P1-2C FILTER DRAIN LINE WITH 6" AIR GAP F1C VACUUM HOSE CONTROL PANEL D-1C P1-3C FILTER DRAIN HUB 3/4" PRECOAT VENT LINE, SCH. 40 PVC PNEUMATIC PRECOAT BLEED VALVE, NC 1-1/2" VACUUM TRANSFER PIPING, SCH. 40 PVC FM2C P1-40C P1-20C MECHANICAL ROOM WALL FM3C P1-1C MECHANICAL ROOM FLOOR FLOAT TANK SALT TANK C1-2CC1-2C CHLORINE ROOM POOL C BOOSTER PUMP ACID PUMP SALT WATER PUMP PRODUCTION TANK P1-8C MECHANICAL ROOM FLOOR MECHANICAL ROOM WALL FROM MAIN DRAIN S1-1C FROM SURGE TANK S1-10C TO AUTOFILL AF1C P3C ZERO DEPTH ENTRY SYSTEM P3-1C FROM POOL S3-1C S3C P3-10C P3-20C P3-30C P3-2C TO PUMP P1C SURGE TANK SCHEMATIC S1-10C SURGE TANK VENT SURGE TANK OVERFLOW G-30C G-20C AF1C COMPOUND GAUGE, TYP UV1C P1-5C CHEMICAL SAMPLING C1C P1-4C THERMOMETER, TYP (3) P1-7C H1C P1-6C EV1C CHEMICAL INJECTION AP1C CS2 ACID/pH ROOM P4C DROP SLIDE SYSTEM P4-1C FROM POOL S4-1C S4CP2C RIVER ACTIVITY SYSTEM P2-1C FROM POOL S2-1C S2C P2-10C P2-20C P2-30C P2-2C P5C PROPULSION SYSTEM P5-1C FROM POOL S5-1C S5C P5-10C P5-20C P5-30C P5-2C P1-8CP1-8C P6C PROPULSION SYSTEM P6-1C FROM POOL S6-1C S6C P6-10C P6-20C P6-30C P6-2C 120 MINUTE TURNOVER 60 MINUTE TURNOVER P3-30CP2-40C P2-50C P7C TRAXX SLIDE SYSTEM P7-1C FROM POOL S7-1C S7C FM7C FM4C P8C TUBE SLIDE SYSTEM P8-1C FROM POOL S8-1C S8C FM8C P9C INDOOR/OUTDOOR SLIDE SYSTEM P9-1C FROM POOL S9-1C S9C FM9C ChlorKing Nex-Gen BY CW CW01/09/2014 CW Brine Solution Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:52 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MDG PL530 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - MECHANICAL SCHEMATIC NOT TO SCALE DETAIL VIEWPL530 1 POOL C - INDOOR/OUTDOOR WHIRLPOOL MECHANICAL SCHEMATIC RIVER ACTIVITY PUMP (P2C) MOTOR STARTER D REGENERATIVE MEDIA FILTER PROGRAMMER (F1C) FILTRATION PUMP (P1C) FILTER VACUUM OUTLET 120 V 230/460 V PANELBOARD VFD D PROPULSION PUMP (P6C) VFD D 120 V 11 10 CHEMICAL CONTROLLER (C1C)120 V PANELBOARD120 V, 20 AMP 4 8 24 V DATA CABLE PER MANUFACTURER'S REQUIREMENTS 120 V, 20 AMP WATER LEVEL CONTROL VALVE - BELIMO TYPE (AF1C) WATER LEVEL SENSOR (AF1C) JUNCTION BOX 7 SEQUENCE OF OPERATIONS -SWIMMING POOL WITH REGENERATIVE MEDIA FILTER SYSTEM FILTRATION PUMP: • THE NORMAL OPERATING POSITION OF THE FILTRATION PUMP VFD HOA SWITCH IS THE “AUTO” POSITION. IN THE “AUTO”POSITION THE FILTRATION PUMP SHALL RUN AT DESIGN FLOW (FREQUENCY). • THE FILTRATION PUMP SHALL RUN WHEN THE FILTER PROGRAMMER IS IN THE FILTRATION MODE. • THE FILTRATION PUMP SHALL RUN AT REDUCED SPEED WHEN THE FILTER PROGRAMMER IS IN THE PRECOAT MODE. COORDINATE SPEED SETTING WITH FILTER COMISSIONING AGENT. • THE FILTRATION PUMP SHALL NOT RUN WHEN THE FILTER PROGRAMMER IS IN THE BUMP OR OFF MODES. FILTER PROGRAMMER: • THE FILTER PROGRAMMER'S NORMAL OPERATION IS IN FILTRATION MODE. • THE FILTER BUMP CYCLE IS ACTIVATED BY THE FILTER PROGRAMMER EITHER AUTOMATICALLY OR BY A PUSH BUTTON. • THE FILTER PROGRAMMER SHALL RECEIVE A FEEDBACK SIGNAL FROM THE FILTRATION PUMP VFD THAT THE FILTRATION PUMP IS OPERATING. • THE FILTER PROGRAMMER IS SUPPLIED WITH AUXILIARY CONTACTS TO DISABLE OTHER POOL EQUIPMENT WHEN THE FILTRATION PUMP IS NOT RUNNING DUE TO PUMP FAILURE (FEEDBACK SIGNAL FROM VFD) OR THE PROGRAMMER IS IN THE BUMP OR OFF MODES. CHEMICAL CONTROLLER & CHEMICAL FEED OUTLETS: • THE CHEMICAL CONTROLLER CPU SHALL BE POWERED AT ALL TIMES. • THE CHEMICAL CONTROLLER AND CHEMICAL FEED OUTLETS SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), THE IN-LINE FLOW SWITCH IS NOT MADE OR THE FILTRATION PROGRAMMER IS IN THE BUMP OR OFF MODE; THE FEED OUTLETS ARE INACTIVE. • CHEMICAL CONTROLLER FEED OUTLETS ENERGIZES / DE-ENERGIZES SANITIZER AND pH FEED BASED UPON POOL WATER CHEMISTRY. CHEMICAL FEED PUMPS • THE CHEMICAL FEED PUMPS ARE ENERGIZED BY THE CHEMICAL FEED OUTLETS. POOL HEATER: • THE POOL HEATER SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), OR THE FILTRATION PROGRAMMER IS IN THE BUMP OR OFF MODE; THE HEATER IS INACTIVE. • THE POOL HEATER CIRCULATING PUMP IS CONTROLLED BY THE POOL HEATER CONTROLLER. • POOL HEATER CYCLES ON AND OFF AS NEEDED BASED UPON POOL WATER TEMPERATURE. • POOL HEATER IS INTERLOCKED WITH MANUFACTURER SUPPLIED FLOW SWITCH AND HI-LIMIT TEMP SENSORS. FLOW METER: • WHEN FLOW METER POWER SUPPLY IS ENERGIZED, THE FLOW METER SENSOR SHALL PROVIDE THE FLOW READOUT IN GPM. • THE FLOW METER SHALL PROVIDE FLOW DATA TO THE INDICATED VFD AND CONTROL SPEED OF THE VFD BASED ON FLOW. ULTRAVIOLET (UV) DISINFECTION UNIT: • THE UV UNIT IS NORMALLY ON. • THE UV UNIT SHALL BE INTERLOCKED SUCH THAT IF THE FILTRATION PUMP FAILS (SIGNAL VIA THE FILTER PROGRAMMER), OR THE FILTER PROGRAMMER IS IN THE PRECOAT, BUMP, OR OFF MODES; THE FILTER PROGRAMMER SHALL SEND A SIGNAL TO TURN OFF THE UV. • THE UV NORMALLY RUNS IN VARIABLE POWER MODE. • COMBINED CHLORINE UV CONTROL: WITH FREE AND TOTAL CHLORINE SENSORS, THE CONTROLLER SHALL PROVIDE UV BOOST CONTROL OF A UV SYSTEM BASED UPON THE COMBINED CHLORINE SET POINT. WHEN COMBINED CHLORINE IS ABOVE THE SET POINT THE UV SYSTEM SHALL BOOST TO 100% TO INCREASE THE CHLORAMINE DESTRUCTION RATE. THE UV SHALL RETURN TO VARIABLE POWER MODE ONCE COMBINED CHLORINE DROPS BELOW THE SET POINT. NOTES: 1. LOW VOLTAGE <=24V. ALL LOW VOLTAGE WIRING IS SUPPLIED, INSTALLED AND CONNECTED BY THE POOL CONTRACTOR. 2. IF CONDUIT IS REQUIRED BY CODE FOR LOW VOLTAGE WIRING, THEN THIS MUST BE SPECIFIED BY THE ELECTRICAL CONSULTANT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 3. IF CODE REQUIRES THAT LOW VOLTAGE WIRING IS INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR THEN THIS MUST BE SPECIFIED BY THE ELECTRICAL CONSULTANT. 4. CONDUIT, WIRE SIZES, AND SHIELDING REQUIREMENTS SHALL BE DETERMINED & SPECIFIED BY THE ELECTRICAL CONSULTANT AS NEEDED PER LOCAL BUILDING AND ELECTRICAL CODE REQUIREMENTS. 5. THIS SCHEMATIC DRAWING IS NOT AN ELECTRICAL INSTALLATION DIAGRAM AND IS FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE POOL CONTRACTOR TO COORDINATE ALL INTERLOCKS WITH THE ELECTRICAL CONTRACTOR. THE POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE AN OPERATING SYSTEM PER THE SEQUENCE OF OPERATIONS. KEYNOTES: 1. WIRING (LAMP POWER CORD) FURNISHED WITH UV UNIT AND INSTALLED BY THE ELECTRICAL CONTRACTOR. FINAL CONNECTIONS TO UV CHAMBER AND CONTROL CABINET BY POOL CONTRACTOR 2. FURNISHED WITH UV UNIT AND INSTALLED BY POOL CONTRACTOR 3. TDS CONTROL. 4. PROVIDE (2) WIRES FOR CHEMICAL CONTROLLER INTERLOCK CONNECTION FROM FILTER PROGRAMMER CONTACTS #45 AND #46 TO THE CHEMICAL CONTROLLER RUN/STOP CONTACTS.WHEN FILTER PROGRAMMER IS IN OFF, PRECOAT, OR BUMP MODE, OR THE FILTRATION PUMP IS NOT RUNNING DUE TO POWER FAILURE (SIGNAL FROM VFD), THIS CONNECTION SHALL DISABLE THE CHEMICAL CONTROLLER AND DEACTIVATE THE CHEMICAL FEED TO THE SYSTEM. 5. UV BOOST SIGNAL BASED ON COMBINED CHLORINE. 6. NOT USED. 7. SENSOR CABLE FROM WATER LEVEL SENSOR. FURNISHED WITH WATER LEVEL SENSOR AND INSTALLED BY POOL CONTRACTOR. 8. CONDUCTOR CABLE CONTAINS POWER AND SIGNAL CABLES. COORDINATE REQUIREMENTS WITH WATER LEVEL SENSOR AND CHEMICAL CONTROLLER MANUFACTURERS. 9. WHEN FILTER PROGRAMMER IS OFF, PRECOAT OR BUMP MODE OR THE FILTRATION PUMP NOT RUNNING DUE TO POWER FAILURE, THIS CONNECTION SHALL DEACTIVATE THE CONNECTED POOL EQUIPMENT. COORDINATE WIRING REQUIREMENTS WITH EQUIPMENT MANUFACTURER. 10. VFD ANALOG OUTPUT REPEAT FLOW METER DATA TO CHEMICAL CONTROLLER. 11. A FLOW CELL WITH SHUT-OFF SWITCH SHALL COME PREASSEMBLED AND WIRED TO THE CHEMICAL CONTROLLER. POOL CONTRACTOR SHALL ASSURE CHEMICAL CONTROLLER FLOW CELL ASSEMBLY IS WORKING PROPERLY AND DEACTIVATES CHEMICAL FEED UNDER A NO FLOW CONDITION. 12. ELECTRICIAN MUST MOUNT THE SMALL BOX ON THE FRAME OF THE DEFENDER FILTER IN THE PREDRILLED HOLES, CUT THE PLUG OFF THE VACUUM CORD AND HARD WIRE IT TO THE WIRES ALREADY IN THE SMALL BOX. LEGEND: LOW VOLTAGE LINE VOLTAGE CONTRACTOR TO COORDINATE WITH EQUIPMENT REQUIREMENTS DISCONNECT - LOCATE AT EQUIPMENT PER CODE REQUIREMENTSD # POOL EQUIPMENT OPERATING MODES "X" INDICATES THE EQUIPMENT IS ENERGIZED/RUNNING. "O" INDICATES THE EQUIPMENT IS NOT ENERGIZED. FILTRATION PROGRAMMER OPERATING MODE FILTRATION PUMP CHEMICAL CONTROLLER CHLORINE FEED ACID/CO2 FEED HEATER BUMP O X O O O PRECOAT REDUCED SPEED OFF FILTRATION O X O O O X X X X X X O O O UV O O X O ELECTRONIC DRAIN VALVE O (CLOSED) O (CLOSED) O (CLOSED) X (MODULATING) UV CHAMBER (UV1C) UV CONTROL CABINET (UV1C) 12 FLOW METER SENSOR (FM1C) 4-20mA TRAXX SLIDE PUMP (P7C) VFD D FLOW METER SENSOR (FM7C) 4-20mA 230/460 V EMERGENCY STOP 230/460 V 230/460 V 230/460 V 230/460 V 230/460 V 230/460 V 230/460 V SINGLE OUTLET FOR NEXGEN FEED PUMP (NXCP1) POOL HEATER CONTROL PANEL (H1C) POOL HEATER (H1C) CIRCULATING PUMP RELAY FLOW SWITCH POOL SUPPLY SENSOR HI-LIMIT POOL HEATER POWER VENT FAN 120 V, 15-20 AMP 120 V, 15 AMP D MAIN DRAIN DIGITAL POSITION VALVE (EV1C) DATA (4-20 mA OUTPUT) 120 V, 15 AMP 5 3 D 120 V, 15 AMP 230/460 V 120 V, 20 AMP 12 9 9 VFD D PROPULSION PUMP (P5C) 230/460 V 230/460 V ZERO DEPTH ENTRY PUMP (P3C) MOTOR STARTER D 230/460 V 230/460 V SINGLE OUTLET FOR ACID FEED PUMP (AP1C) SINGLE OUTLET FOR CO2 FEEDER (AP2C) 120 V DROP SLIDE PUMP (P4C) VFD D FLOW METER SENSOR (FM4C) 4-20mA 230/460 V EMERGENCY STOP 230/460 V TUBE SLIDE PUMP (P8C) VFD D FLOW METER SENSOR (FM8C) 4-20mA 230/460 V EMERGENCY STOP 230/460 V INDOOR/OUTDOOR SLIDE PUMP (P9C) VFD D FLOW METER SENSOR (FM9C) 4-20mA 230/460 V EMERGENCY STOP 230/460 V FLOW METER POWER SUPPLY (FP1C) 120 V FLOW METER DISPLAY (FM2C) FLOW METER SENSOR (FM2C) FLOW METER DISPLAY (FM3C) FLOW METER SENSOR (FM3C) Wo r l d L e a d e r s i n A q u a t i c P l a n n i n g , D e s i g n a n d E n g i n ee r i n g 10 0 P a r k A v e n u e | B e a v e r D a m , W I 5 3 9 1 6 t 9 2 0 . 8 8 7 . 7 3 7 5 Th i s D o c u m e n t a n d t h e i d e a s , r e n d e r i n g s a n d o t h e r c on t e n t s c o n t a i n e d t h e r e i n a r e t h e s o l e pr o p e r t y o f W a t e r T e c h n o l o g y , I n c . a n d m a y n o t b e d is s e m i n a t e d , c o p i e d , r e p r o d u c e d o r o t h e r w i s e us e d w i t h o u t p r i o r w r i t t e n c o n s e n t o f W a t e r T e c h n o l og y , I n c . 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 CHECKE D DRAW N DATE REVISIONS NAC NO © 2 0 2 4 N A C i n c nacarchitecture.com IN T E R I M R E V I E W TH E S E D O C U M E N T S A R E I N T E N D E D F O R IN T E R I M R E V I E W O N L Y A N D N O T F O R PE R M I T O R C O N S T R U C T I O N P U R P O S E S . 11/11/2024 12:04:53 PM Autodesk Docs://111-22044 Pasco Aquatic Center /22371-Pasco Aquatic Center - Aquatics_R24.rvt 11.07.24 MDG PL531 22371 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JRB 10 0 % D E S I G N D E V E L O P M E N T 11 . 0 7 . 2 4 PA S C O A Q U A T I C F A C I L I T Y POOL C - ELECTRICAL SCHEMATIC NOT TO SCALE DETAIL VIEWPL531 1 POOL C - OUTDOOR LEISURE POOL ELECTRICAL SCHEMATIC ELECTRICAL ABBREVIATIONS "CLG" "C" "A"ABOVE COUNTER, CENTER 4" ABOVE TOP OF COUNTER OR BACKSPLASH RECEPTACLE FOR COPIER RECEPTACLE INSTALLED IN CEILING ELECTRICAL SYMBOLS RECEPTACLE & POWER CONNECTIONS SUBSCRIPTS DENOTE: INSTALLED ACTIVATION ASSEMBLY WITHOUT DEVICES INSTALLED ACTIVATION ASSEMBLY W/DEVICE(S) SHOWN JUNCTION PRESET BOX CROSSHATCH DENOTES WIRES BESIDES EQUIPMENT GROUND CONDUCTOR. NO CROSSHATCH DENOTES 2 # 12 WIRES PLUS #12 EQUIPMENT GROUND CONDUCTOR. DOT DENOTES AN ADDITIONAL #12 ISOLATED GROUND CONDUCTOR. NAME INFLOOR CELLULAR RACEWAY VERTICAL MULTI-OUTLET ASSEMBLY CABLE TRAY FLOOR BOX OUTLET/JUNCTION BOX MULTI-OUTLET ASSEMBLY CONCEALED RACEWAY RACEWAY & WIRING PEDESTAL FITTING CONDUIT STUB HOSPITAL GRADE RECEPTACLE GFCI RECEPTACLE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE OVERHEAD BUSWAY WITH BUS PLUG MAIN SWITCHBOARD OR DISTRIBUTION PANEL COMBINATION STARTER OR VFD AS INDICATED DRY TYPE TRANSFORMER GROUNDING WELL PANELBOARD SPECIAL PURPOSE EQUIPMENT CONNECTION PROVIDE FUSIBLE DISCONNECT WHERE REQUIRED MOTOR CONNECTION DISCONNECT SWITCH MOTOR STARTER OR VFD AS INDICATED CORD DROP OR CORD REEL MOTOR CONTROL CENTERAB GROUND BAR SPECIAL PURPOSE RECEPTACLE GA GD "WPU" "WP" "WC" "W" "V" "UC" "RO" "RH" "RG" "R" "M" "ICE" "HD" "FH" "F" "DW" "D"RECEPTACLE FOR DRYER +30" DISHWASHER CONNECTION BELOW COUNTER RECEPTACLE FOR FREEZER +46" FUME HOOD CONNECTION HAND DRYER - HEIGHT PER INTERIOR ELEVATION ICE MACHINE RECEPTACLE FOR MICROWAVE - HEIGHT PER INTERIOR ELEVATION RECEPTACLE FOR REFRIGERATOR +46" RECEPTACLE FOR RANGE +30" RANGE HOOD - HEIGHT PER INTERIOR ELEVATION RANGE/OVEN +30" UNDER-COUNTER REFRIGERATOR RECEPTACLE FOR VENDING MACHINE +46" RECEPTACLE FOR WASHING MACHINE +30" WATER COOLER - CONCEALED BEHIND UNIT SKIRT WEATHER-PROOF DEVICE WEATHER-PROOF DEVICE WHILE-IN-USE "H"MOUNT HORIZONTAL "IH"INSTAHOT CONNECTION "TK"MOUNT HORIZONTALLY IN TOE KICK "CPS"CAMERA POWER SUPPLY CONNECTION "HA"MOUNT HORIZONTAL ABOVE COUNTER, CENTER 4" ABOVE TOP OF COUNTER OR BACKSPLASH CONTROL RELAY(S) POWER CONTROL PANEL BRANCH CIRCUIT NUMBER POWER CONTROL DESIGNATION C-RM#C1 1LB:1 CONTACTOR IN NEMA 1 ENCLOSURE MOUNTED ABOVE ACCESSIBLE CEILING UNLESS OTHERWISE NOTED FC-1 101 MECHANICAL/SPECIAL EQUIPMENT DESIGNATION KEYNOTE LEGEND REFERENCE ROOM NUMBER GENERAL 3 NOTES: 1. INDICATED MOUNTING HEIGHTS ARE TO THE CENTER LINE OF BOX UNLESS NOTED OTHERWISE. 2.SEE PLANS FOR NON-STANDARD MOUNTING HEIGHTS. 3.POWER DEVICES SHOWN ON SYSTEM SHEETS E4 SERIES SHALL BE FOR COORDINATION ONLY. NOT ALL DEVICES ARE SHOWN FOR CLARITY. CONTROLLED, SPLIT WIRED DUPLEX RECEPTACLE CONTROLLED DOUBLE DUPLEX RECEPTACLE ONE DUPLEX CONTROLLED ONE DUPLEX NOT CONTROLLED RECEPTACLE CONTROL RELAY LUMINAIRES BRANCH PANEL CIRCUIT NUMBER LUMINAIRE TYPE 15 HALF SHADED LUMINAIRE DENOTES LUMINAIRE CONNECTED TO EMERGENCY POWER SYSTEM LUMINAIRE LUMINAIRER01 a LIGHTING CONTROL SWITCH GROUP BASE TYPE LUMINAIRE TYPE A BASE TYPEA LUMINAIRE TYPE EXTERIOR POLE MOUNTED LUMINAIRE EXTERIOR POST TOP LUMINAIRE Z02 Z01 EXIT SIGNS SHADING DENOTES ILLUMINATED FACE - REFER TO DRAWINGS DENOTES DIRECTIONAL ARROW - REFER TO DRAWINGS FOR PLACEMENT EXIT SIGN +92" UNLESS NOTED OTHERWISE OR LUMINAIRE MOUNTING: C - CUSTOM P - PENDANT R - RECESSED S - SURFACE LINE THROUGH LUMINAIRE DENOTES LUMINAIRE CONNECTED TO CRITICAL BRANCH POWER SYSTEM XR1 XR1 DENOTES EXIT SIGN TYPE AND MOUNTING B - BACK C - CEILING E - END R - RECESSED "DF"RECEPTACLE FOR DRINKING FOUNTAIN EACH LOWER CASE LETTER DENOTES (1) SWITCH & ORDER OF SW'S ab c d CONTROL RELAY(S) LIGHTING CONTROL PANEL BRANCH CIRCUIT NUMBER OCCUPANCY SENSOR WALL SWITCH +46" LIGHTING CONTROL DESIGNATION SPECIAL SWITCH +46" LOW VOLTAGE WALL STATION +46" COMBINATION SWITCH & DUPLEX RECEPTACLE +46" SWITCHING DEVICES DAYLIGHT SENSOR TIME SWITCH EXTERIOR PHOTOCELL LCP1 N1 HNA1:1 "A"DENOTES ABOVE COUNTER, CENTER 4" ABOVE TOP OF COUNTER OR BACKSPLASH '#' INDICATES WALL STATION IDENTITY- REFER TO LOW VOLTAGE BUTTON STATION SCHEDULE LIGHTING CONTROL ENCLOSURE LIGHTING CONTROL MODULE "D"DENOTES 0-10V DIMMER. LIGHTING CONTROL BRIDGE LIGHTING CONTROL GATEWAY "LV"DENOTES LOW VOLTAGE MOMENTARY SWITCH. GFCI REMOTE RESET RECEPTACLE PLUG LOAD CONTROLLER ### OS DL PC R TS LCM BRG GWY PROVIDE REMOTE CEILING MOUNTED REMOTE INDICATOR/TEST STATION WHERE DETECTOR IS LOCATED ABOVE CEILING OR ABOVE 12' AFF TX G C C29 DOOR POSITION SWITCH (DPDT) CONNECTION TO HOOD FIRE PROTECTION SYSTEM CONNECTION TO FIRE/SMOKE DAMPER CO/SMOKE DETECTOR ADDRESSABLE CONTROL MODULE SPRINKLER VALVE SUPERVISORY TAMPER SWITCH CONNECTION DRY SPRINKLER AIR PRESSURE SWITCH CONNECTION SMOKE DETECTOR DUCT MOUNTED SMOKE DETECTOR SPRINKLER FLOW SWITCH CONNECTION MAGNETIC HOLD OPEN DEVICE +74" FIRE FIGHTER KEY BOX (KNOX BOX) INTERFACE RELAY HEAT DETECTOR - RATE OF RISE ANNUNCIATOR +66" TRANSFORMER HIGH VOLTAGE [LOAD BREAK] CABLE CONNECTION DRAW OUT CIRCUIT BREAKER FAULT INDICATOR GROUNDING ELECTRODE MAGNETIC MOTOR STARTER METERING TRANSFORMERS TRANSFER SWITCH NORMALLY OPEN CONTACTOR/RELAY NORMALLY CLOSED CONTACTOR/RELAY CIRCUIT BREAKER FUSIBLE SWITCH FEEDER DESIGNATION FUSE SWITCH ANALOG CLOCK OUTLET & CLOCK +108" TO CENTER OF CLOCK 12" DIAMETER VOLUME CONTROL +46" WALL FLUSH MOUNT EXTERIOR PAGING HORN +102" CEILING PAGING SPEAKER POWER DISTRIBUTION FIRE ALARM SYSTEM SMOKE BEAM DETECTORS W/ REFLECTOR SYMMETRICAL SHORT CIRCUIT VALUE TELECOMMUNICATION CABLE SYSTEM CLOCK & PAGING/INTERCOM SYSTEM SECURITY: BUILDING INTRUSION DETECTION MOTION SENSOR CEILING MOUNTED OR WALL MOUNT AT +92" GLASS BREAK SENSOR ALARM SIREN AUDIBLE BUZZER SECURITY: BUILDING ACCESS CONTROL ELECTRIC STRIKE SECURITY: VIDEO SURVEILLANCE CIRCUIT BREAKER W/GROUND-FAULT PROTECTION GFP MANUAL MOTOR STARTER W/OVERLOAD HEATERS DEMAND METER USER METER REVENUE METER ENGINE-GENERATOR METER REMOTE TEST STATION +92" AUDIO/VIDEO & SOUND SYSTEMS LIGHTNING ARRESTOR F V P P M DM UM RM AMP PAGING AMPLIFIER I/O INPUT/OUTPUT MODULE S WALL FLUSH MOUNT INTERIOR PAGING SPEAKER +102"P EXTERIOR WATER FLOW BELL +102" VALVE SUPERVISOR SWITCH CONNECTION MANUAL STATION +46" REFER TO AUDIO VIDEO SCHEDULE. A/V DEVICE MOUNTED +18" AND DISPLAY DEVICES +60" UNLESS NOTED OTHERWISE DIGITAL CLOCK SPEAKER COMBINATION +102" 12:00 DIGITAL CLOCK +102" ICS INTERCOM SUBSTATION AUDIO/VIDEO ASSEMBLY REFER TO A/V SCHEDULE ELECTRIC STRIKE POWER SUPPLY INTERLOCK LIMIT SWITCH TRANSFER HINGE DEVICE SSC "30" CANDELA RATING. RATING SHALL BE 15 CANDELA UNLESS NOTED "1/2W"SPEAKER WATTAGE SETTING "135" FIXED TEMPERATURE RATING "AC"ABOVE CEILING "ANN"ANNUNCIATOR "C"CONTROL "FACP"FIRE ALARM CONTROL PANEL "FAC"FIRE ALARM SUB PANEL "FSD"FIRE SMOKE DAMPER "LOC"LOCAL OPERATING CONSOLE "NAC"NOTIFICATION APPLIANCE CIRCUIT "PIV"POST INDICATOR VALVE "RLY" RELAY BASE "RX"RECEIVER "SD"SMOKE DAMPER "SLC"SIGNALING LINE CIRCUIT "TX"TRANSMITTER "M"MONITOR "PC"POLYCARBONITE COVER VISUAL ONLY FIRE ALARM SIGNAL +92" AUDIBLE/VISUAL FIRE ALARM SIGNAL +92" AUDIBLE ONLY FIRE ALARM SIGNAL +92" CEILING VISUAL ONLY FIRE ALARM SIGNAL CEILING AUDIBLE/VISUAL FIRE ALARM SIGNAL CEILING AUDIBLE ONLY FIRE ALARM SIGNAL P COMBINATION CLOCK & PAGING SPEAKER +102" SMOKE BEAM DETECTOR TRANSMITTER ELEVATOR MODULE SUBSCRIPT DENOTE: "A"ABOVE COUNTER, CENTER 4" ABOVE TOP OF COUNTER OR BACKSPLASH "KD"KIOSK DISPLAY +60" "MTG" MEETING ROOM SCHEDULING PANEL +48" "POS"POINT OF SELL "TV"TELEVISION BALUN "W"WALL MOUNTED FOR WALL PHONE +48" "WAP" WIRELESS ACCESS POINT MOUNT ON CEILING UNLESS OTHERWISE NOTED (*)QUANTITY OF TELCOM JACKS SUBSCRIPT DENOTE: INTERCOM CALL SWITCH +46"C SUBSCRIPT DENOTE: "15"15" DIAMETER CLOCK " Ɪ "INTERCOM "ICHE"INTERCOM HEADEND "P"PAGING "WG"WIRE GUARD TELEVISION (CATV) OUTLET +18" TELEVISION DISTRIBUTION (CATV) SYSTEM TELEVISION SPLITTER (*)TRUNK IDENTIFICATION SUBSCRIPT DENOTE: TELEVISION TAP "AUX"AUXILLIARY "CTL"CONTROL PORT "DSP"DIGITAL SIGNAL PROCESSOR "MIC"MICROPHONE "PGM"PROGRAMING PORT "RU"RACK UNIT "Z"ZONE SUBSCRIPT DENOTE: TH ES PS A S S E X K Z P F R A T W H S B C M TEMPERATURE SENSOR +46" REQUEST TO EXIT DEVICERX DOOR POSITION SWITCH (DPDT)DS ARMING/DISARMING KEY PAD CARD READER +46"CR SOUND SYSTEM INPUT DEVICE REFER TO A/V SCHEDULE P C D CB I L N PS S T CONTROL STATION PLATE +18" DEVICE ON DESKTOP NURSE CALL SYSTEM NURSE CALL BUTTON +46" POWER SUPPLY LIGHTING CONTROL INTERCOM SUBSTATION CODE BLUE EMERGENCY BUTTON +46" STAFF STATION +46" DUTY STATION +46" SINGLE BED PATIENT STATION +46" TELEVISION CONTROL SURVEILLANCE MONITOR DIGITAL VIDEO RECORDER SINGLE LENS VIDEO SURVEILLANCE CAMERA VIDEO SURVEILLANCE POWER SUPPLY MULTI LENS 180° VIDEO SURVEILLANCE CAMERA MULTI LENS 360° VIDEO SURVEILLANCE CAMERA MULTI LENS 270° VIDEO SURVEILLANCE CAMERA LOCKDOWN PUSH BUTTON +46" SECURITY: LOCKDOWN/DURESS ALARM BLUE STROBE LIGHT CEILING MOUNTED UNLESS NOTED OTHERWISE AMBER STROBE LIGHT CEILING MOUNTED UNLESS NOTED OTHERWISE REMOTE DOOR RELEASE BUTTON +46" UNLESS NOTED OTHERWISE ROOM OK DOME LIGHT +92" PANIC BUTTON MOUNT UNDER COUNTER "BLU" BLUE DEVICE "RED"RED DEVICE "YLW"YELLOW DEVICE "LDPS"LOCKDOWN POWER SUPPLY ENCLOSURE SUBSCRIPT DENOTE: AV* SI* SO*SOUND SYSTEM OUTPUT DEVICE REFER TO A/V SCHEDULE MIC MICROPHONE INPUT BT BLUETOOTH RECEIVER CTL CONTROL PORT DN DIGITAL NETWORK (DANTE) IR INFRARED REMOTE RECEIVER +96" 3.5mm AUDIO JACK SPEAKER ARRAY MID-FREQUENCY AND HIGH- FREQUENCY PGM SOUND SYSTEM PROGRAMMING PORT SUB SUBWOOFER CEILING SPEAKER CLASSROOM SOUND FIELD SPEAKER RX M ADDRESSABLE MONITOR MODULEZ S DOOR CONTROLLERDC "ACP" ACCESS CONTROL PANEL "ACPS"ACCESS CONTROL POWER SUPPLY "ACS"ACCESS CONTROL SYSTEM "ARM"ARMING READER "LR"LONG RANGE "M"MULLION MOUNTED SUBSCRIPT DENOTE: ELECTRIC LOCKEL ELECTRIFIED MAG LOCKML SECURITY: VIDEO INTERCOM VIDEO INTERCOMV "360"360 DEGREE MOTION SENSOR "IDP" INTRUSION DETECTION PANEL "IDPS"INTRUSION DETECTION POWER SUPPLY SUBSCRIPT DENOTE: "2" DUAL BED PATIENT STATION "CC"CALL-CORD "NCP"NURSE CALL CONTROL PANEL "NCPS"NURSE CALL POWER SUPPLY "PP"PILLOW SPEAKER "TSM"TOUCH SCREEN MASTER "ZL"ZONE DOME LIGHT SUBSCRIPT DENOTE: B 37-PIN BED INTERFACE MODULE +18" A NURSE CALL ANNUNCIATOR INTERFACE PLATE +18" E CODE BLUE AND STAFF ASSIST EMERGENCY BUTTON +46" R ER RE RR EA E RN DENOTES EXISTING TO BE ABANDONED IN PLACE REMOVE DEVICE & WIRING AND PROVIDE BLANK PLATE DENOTES REMOVE AND REINSTALL IN ORIGINAL LOCATION DENOTES RELOCATED ITEM IN NEW LOCATION DENOTES EXISTING TO BE RELOCATED DENOTES EXISTING TO BE REMOVED DENOTES EXISTING TO REMAIN IN SERVICE DEMOLITION SUBSCRIPTS DENOTES EXISTING TO BE REPLACED WITH NEW AT ORIGINAL LOCATION LS KEYPAD/CARD READER COMBO +46"KC PMI PAGING MUSIC INPUT PLATE +18" PMS PAGING MASTER STATION/PHONE +18" PDD PAGING DIGITAL WALL DISPLAY W/ MASTER INPUT PHONE ZPM ZONE PAGE MODULE PAGING SPEAKER SURFACE MOUNTEDP DOME LIGHT WALL MOUNT DOME LIGHT CEILING MOUNT PULL-CORD STATION (TOILET +46", SHOWER/BATH +62") SR STAFF REGISTRATION STATION +46" SA STAFF ASSIST STATION +46" R WIRELESS REPEATER #CUSTOM NURSE CALL BUTTON STATION +46" DOOR CHIME DOOR BELL SYSTEM DOOR BELL BUTTON +46" CH BB DOOR BELLDB NETWORK VIDEO RECORDER "C#"CAMERA NUMBER "CM" CORNER MOUNT "PM"POLE MOUNT SUBSCRIPT DENOTE: GRAPHIC MAPG EXTERIOR BELL +102"B RC ROOM CONTROLLER (ABOVE ACCESSIBLE CEILING) RESCUE ASSISTANCE INTERCOM RESCUE ASSISTANCE INTERCOM SYSTEM "MS" MASTER STATION "CS"CALL STATION +46" "RAPS"RESCUE ASSISTANCE POWER SUPPLY SUBSCRIPT DENOTE: A GENERATOR REMOTE ANNUNCIATOR +46" GENERATOR SET DERANGEMENT SIGNAL +46" CONTROLLED, SPLIT WIRED DUPLEX GFCI RECEPTACLE XXXX J VS VACANCY SENSOR POWER PACKPP INTRUSION DETECTION ENCLOSURE CLOCK & PAGING/INTERCOM ENCLOSURE TOP OF PANEL +60" FIRE ALARM ENCLOSURE TOP OF PANEL +60" ACCESS CONTROL ENCLOSURE NURSE CALL ENCLOSURE TOP OF PANEL +60" RESCUE ASSISTANCE INTERCOM ENCLOSURE D G K M T "MS" MASTER STATION "SS"SUB STATION SUBSCRIPT DENOTE: DVR NVR MON VPS FLUSH VALVE POWER CONNECTION AUTOMATIC FAUCET POWER CONNECTION AF VF TV TS TT 3.5mm MF/HF SBL SAL RB PB OK LD BZ R BACKSIDE * FREESTANDING TELCOM RACK SINGLE-GANG 3-PORT OUTLET +18" SINGLE-GANG OUTLET WITH BLANK PLATE +18" SINGLE-GANG 1-PORT OUTLET +18" SINGLE-GANG 2-PORT OUTLET +18" SINGLE-GANG OUTLET WITH TELECOM JACKS +18" SINGLE-GANG 4-PORT OUTLET +18" FLUSH COUPLING FLOOR BOX WALL FLUSH MOUNT EXTERIOR INTERCOM HORN +102"ɪ WALL FLUSH MOUNT INTERIOR INTERCOM SPEAKER +102"ɪ WANDERGUARD DOOR CONTROLLER SECURITY: WANDERGUARD DOOR CONTROL SYSTEM WANDERGUARD KEYPAD +46" WD WK WANDERGUARD POWER SUPPLYWP SIMULATION LAB AV RECORDING DIGITAL VIDEO RECORDER SINGLE LENS VIDEO CAMERA "PTZ" PAN, TILT AND ZOOM SUBSCRIPT DENOTE: MC ROOM EMMITER CONTROLLER +46" SOUND MASKING SYSTEM E CEILING MOUNTED SOUND MASKING EMITTER SOUND MASKING ENCLOSURE TOP OF PANEL +60" SUBSCRIPT DENOTE: "SM"SOUND MASKING RC 1 E6.01 2 E6.01 A TK AS SHOWN BELOW, JUNCTION BOXES SHOWN WITHIN THE WALL OR SURFACE MOUNTED ARE RELATED TO THE DEVICES INDICATED IN THE ABOVE ELEVATION. SYMBOL SHOWN IN PLAN VIEW MAY NOT LINE UP DIRECTLY TO WHERE THE JUNCTION BOX IS TO BE MOUNTED IN ELEVATION VIEW. ADJUSTMENT OF SYMBOLS IN THE PLAN VIEW ARE DONE TO ASSIST THE CONTRACTOR TO GRAPHICALLY SHOW OTHER DEVICES THAT ARE MOUNTED DIRECTLY ADJACENT TO EACH OTHER. CONTRACTOR SHALL REVIEW THE PLANS AND COORDINATE ALL JUNCTION BOX PLACEMENTS AS SHOWN ON THE PLAN VIEW DRAWINGS, ARCHITECTURAL AND ELECTRICAL ELEVATION DRAWINGS. WHERE DISCREPANCIES EXIST, CONTRACTOR SHALL SUBMIT AN RFI PRIOR TO PROCEEDING WITH ROUGH-IN AND INSTALLATION OF INDICATED DEVICE. LEVEL 1 100' - 0"Level 1 100' - 0" Level 2114' - 0" VERTICALLY ALIGN PRIOR TO ROUGH-IN, REVIEW ALL ARCHITECTURAL INTERIOR AND EXTERIOR DRAWINGS AND ADJUST DEVICES TO AVOID LOCATING DEVICES IN SEAMS, JOINTS, TRANSITIONS AND ARCHITECTURAL FEATURE GRAPHICS. ADJUST DEVICES WHERE POSSIBLE TO RESULT IN AN EVEN LAYOUT. WHERE IN DOUBT, PLEASE ASK. 1' - 6 " 7' - 2 " 6' - 4 " 0' - 5 " 0' - 5 " 7' - 1 0 " 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:46:02 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E0.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y SYMBOLS LIST & ABBREVIATIONS 11.8.2024 - SHEET LIST - SHEET NUMBER SHEET NAME E0.01 SYMBOLS LIST & ABBREVIATIONS E0.02 SCHEDULES - POWER & AQUATIC E0.03 SCHEDULES - LIGHTING E1.01 ELECTRICAL SITE PLAN E1.02 ELECTRICAL SITE PLAN SYSTEMS E1.03 POOL BUILDING - LIGHTING, POWER, SYSTEMS & ROOF PLAN E1.04 DETAILS - SITE POLE DETAILS E1.05 DETAILS - ELECTRICAL SITE E2.01 LEVEL 1 - LIGHTING PLAN E3.01 LEVEL 1 - POWER PLAN E3.02 ROOF LEVEL - POWER & SYSTEM PLANS E4.01 LEVEL 1 - SIGNAL/COMM PLAN E5.01 ENLARGED PLANS E6.01 ELECTRICAL ONE-LINE DIAGRAM E6.02 POOL GROUNDING & BONDING DETAIL Grand total: 15 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT ABV ABOVE ACP ACCESS CONTROL PANEL ACPS ACCESS CONTROL POWER SUPPLY ACS ACCESS CONTROL SYSTEM ADA AUTOMATIC DOOR ACUATOR AF AMP FUSE ALT ALTERNATE ANN ANNUNCIATOR ARCH ARCHITECTURAL ATS AUTOMATIC TRANSFER SWITCH AUX AUXILIARY BATT BATTERY BKBD BACKBOARD BMS BUILDING MANAGEMENT SYSTEM BOT BOTTOM C CONDUIT CAB CABINET CAT CATEGORY CATV COMMUNITY ANTENNA TELEVISION CB CIRCUIT BREAKER CCT CIRCUIT(S) CCTV CLOSED CIRCUIT TELEVISION CLG CEILING CLK CLOCK CO CONDUIT ONLY COMM COMMUNICATIONS CONC CONCRETE CONT CONTACTOR CONTR CONTRACTOR CPS CAMERA POWER SUPPLY CT CURRENT TRANSFORMER CTL CONTROL CU COPPER CWB COLD WEATHER BALLAST DCS DOOR CONTROL SYSTEM DCV DEMAND CONTROL VENTILLATION DDC DIRECT DIGITAL CONTROL DET DETECTOR DISC DISCONNECT DIV DIVISION DN DOWN DW DISHWASHER DWGS DRAWINGS DX DUPLEX EA EACH EF EXHAUST FAN EHD ELECTRIC HAND DRYER ELEV ELEVATION EMCS ENERGY MANAGMENT & CONTROLS SYSTEM EMER EMERGENCY EMS ENERGY MANAGMENT SYSTEM EMT ELECTRICAL METALLIC TUBING ENCL ENCLOSURE EOLR END OF LINE RESISTOR EPO EMERGENCY POWER OFF EQP EQUIPMENT ER TELECOMMUNICATIONS EQUIPMENT ROOM EWC ELECTRIC WATER COOLER EXG EXISTING F FUSE F/SD FIRE/SMOKE DAMPER FA FIRE ALARM FAC FIRE ALARM EXTENDER PANEL FACP FIRE ALARM CONTROL PANEL FIX FIXTURE FO FIBER OPTIC FSD FAN SHUTDOWN FUT FUTURE GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERUPTER GFI GROUND FAULT INTERRUPTER GFP GROUND FAULT PROTECTION GFPE GROUND FAULT PROTECTION FOR EQUIPMENT GND GROUND GPS GLOBAL POSITIONING SYSTEM GRC GALVANIZED RIGID STEEL CONDUIT HORZ HORIZONTAL HTR HEATER IP INTERNET PROTOCAL JE JUNCTION ENCLOSURE KS KEY SWITCH LAN LOCAL AREA NETWORK LB ELBOW LCP LIGHTING CONTROL PANEL LFMC LIQUID FLEXIBLE METAL CONDUIT LOC LOCATION LT LEFT LTG LIGHTING LV LOW VOLTAGE MC MOMENTARY CONTACT MCC MOTOR CONTROL CENTER MDF TELECOMMUNICATIONS MAIN DISTRIBUTION FACILITY MIC MICROPHONE MIN MINIMUM - AUDIO/VIDEO SCHEDULE - AV1a PROJECTOR LOCATION AV1b CONTROL LOCATION MM MULTI-MODE MMOF MULTI-MODE OPTICAL FIBER MMS MANUAL MOTOR STARTER MTD MOUNTED MTGB MAIN TELECOMMUNICATIONS GROUND BUS MTR MOTOR NC NORMALLY - CLOSED NL NIGHT LIGHT NO NORMALLY - OPEN NTP NETWORK TIME PROTOCOL OAN OR AS NOTED OFCI OWNER FURNISHED CONTRACTOR INSTALLED OH OVERHEAD OHC OVERHEAD COMMUNICATIONS OSP OUTSIDE PLANT PA PUBLIC ADDRESS PB PUSH BUTTON PC PHOTOCELL PLWD PLYWOOD PMP PUMP PNL PANELBOARD PROJ PROJECTOR PT POTENTIAL TRANSFORMER PVC POLYVINYL CHORIDE PWR POWER REC RECEPTACLE REF REFRIGERATOR RIO ROUGH-IN ONLY RMC RIGID METALLIC CONDUIT RT RIGHT RU RACK UNIT SC SHORT CIRCUIT SCBD SCOREBOARD SEC SECURITY SHD SHIELDED SIM SIMILAR SM SINGLE-MODE SMOF SINGLE-MODE OPTICAL FIBER SMR SURFACE METAL RACEWAY SPD SURGE PROTECTION DEVICE SURF SURFACE SV SOLENOID VALVE SW SWITCH SWBD SWITCHBOARD SWGR SWITCHGEAR SYS SYSTEMS TC TIME CLOCK TEL TELEPHONE TELECOM TELECOMMUNICATIONS TGB TELECOMMUNICATIONS GROUND BUS TRS TIP RING SLEEVE TYP TYPICAL UC UNDER CABINET UF UNDER FLOOR UG UNDERGROUND UGPP UNDERGROUND PRIMARY POWER UGSP UNDERGROUND SECONDARY POWER UGT UNDERGROUND TELECOMMUNICATIONS UGTV UNDERGROUND TELEVISION UPS UNINTERRUPTIBLE POWER SUPPLY UTP UNSHIELDED TWISTED PAIR CABLE VER VERIFY VERT VERTICAL WAP WIRELESS ACCESS POINT WAPA WIRELESS ACCESS POINT EXTERIOR ANTENNA WG WIRE GUARD WP WEATHER PROOF WPL WEATHERPROOF LOCKING WPU WEATHERPROOF WHILE IN USE XC CROSS CONNECT XFMR TRANSFORMER XFR TRANSFER XP EXPLOSIONPROOF Scale: NTS REFERENCING SHT: E0.01 1 DEVICE_ELEVATIONS 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:46:07 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E0.02 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y SCHEDULES - POWER & AQUATIC 11.8.2024 24002 - ROOFTOP UNITS SCHEDULE - ID DESCRIPTION LEVEL ROOM PANEL CIRCUIT #ELECT DATA MOTOR CONNECTION TYPE CB SIZE DISC SIZE FUSE SIZE # OF SET # PHASE WIRES PHASE SIZE NEUTRAL SIZE GROUND SIZE RACEWAY SIZE STARTER TYPE STARTER SIZE REMARKS#NAME HP FLA RTU-01 LOBBY ROOFTOP UNIT LEVEL 2 480 V/3-49883 VA -60 A DIRECT 80 100/3 80 1 3 4 -8 1-1/4"-- RTU-02 MAIN STREET, BOARD RM, LIFE GUARD ROOFTOP UNIT LEVEL 2 480 V/3-49883 VA -60 A DIRECT 80 100/3 80 1 3 4 -8 1-1/4"-- RTU-03 LOCKER RM ROOFTOP UNIT LEVEL 2 480 V/3-49883 VA -60 A DIRECT 80 100/3 80 1 3 4 -8 1-1/4"-- RTU-04 ADMIN ROOFTOP UNIT LEVEL 2 480 V/3-49883 VA -60 A DIRECT 80 100/3 80 1 3 4 -8 1-1/4"-- RTU-05 PARTY RMS ROOFTOP UNIT LEVEL 2 480 V/3-49883 VA -60 A DIRECT 80 100/3 80 1 3 4 -8 1-1/4"-- RTU-06 NATATORIUM ROOFTOP UNIT LEVEL 2 480 V/3-232538 VA -280 A DIRECT 300 400/3 300 1 3 350 -4 2-1/2"-- RTU-07 NATATORIUM ROOFTOP UNIT LEVEL 2 480 V/3-232538 VA -280 A DIRECT 300 400/3 300 1 3 350 -4 2-1/2"-- 24002 - EXHAUST FAN SCHEDULE - ID DESCRIPTION LEVEL ROOM PANEL CIRCUIT #ELECT DATA MOTOR CONNECTION TYPE CB SIZE DISC SIZE FUSE SIZE # OF SET # PHASE WIRES PHASE SIZE NEUTRAL SIZE GROUND SIZE RACEWAY SIZE STARTER TYPE STARTER SIZE REMARKS#NAME HP FLA EF-1 EXHAUST FAN MAIN ROOF LEVEL 2 120 V/1-396 VA 0.1HP 3 A DIRECT 15 30/2 5.6 1 1 12 12 12 1/2"-- EF-2 EXHAUST FAN MAIN ROOF LEVEL 2 120 V/1-396 VA 0.1HP 3 A DIRECT 15 30/2 5.6 1 1 12 12 12 1/2"-- EF-3 EXHAUST FAN MAIN ROOF LEVEL 2 120 V/1-1656 VA 0.75HP 14 A DIRECT 30 30/2 20 1 1 10 10 10 1/2"-- EF-4 EXHAUST FAN PUMP HOUSE ROOF LEVEL 2 120 V/1-360 VA 0.75HP 3 A DIRECT 15 30/2 5.6 1 1 12 12 12 1/2"-- EF-5 EXHAUST FAN PUMP HOUSE ROOF LEVEL 2 120 V/1-1656 VA 0.75HP 14 A DIRECT 30 30/2 20 1 1 10 10 10 1/2"-- EF-6 EXHAUST FAN PUMP HOUSE ROOF LEVEL 2 120 V/1-360 VA 0.75HP 3 A DIRECT 15 30/2 5.6 1 1 12 12 12 1/2"-- EF-7 EXHAUST FAN PUMP HOUSE ROOF LEVEL 2 120 V/1-360 VA 0.75HP 3 A DIRECT 15 30/2 5.6 1 1 12 12 12 1/2"-- 24002 - SPLIT-SYSTEM HVAC SCHEDULE - ID DESCRIPTION LEVEL ROOM PANEL CIRCUIT #ELECT DATA MOTOR CONNECTION TYPE CB SIZE DISC SIZE FUSE SIZE # OF SET # PHASE WIRES PHASE SIZE NEUTRAL SIZE GROUND SIZE RACEWAY SIZE STARTER TYPE STARTER SIZE REMARKS#NAME HP FLA IDU-1 SPLIT SYSTEM HVAC - TELE 105 LEVEL 1 105 TELE 208 V/2-1830 VA -9 A DIRECT 30 30/2 25 1 2 10 10 10 3/4"--INDOOR UNIT POWERS OUTDOOR UNIT. IDU-2 SPLIT SYSTEM HVAC - LIFEGUARD RM 200 LEVEL 1 208 V/2-1830 VA -9 A DIRECT 30 30/2 25 1 2 10 10 10 3/4"--INDOOR UNIT POWERS OUTDOOR UNIT ODU-1 SPLIT SYSTEM HVAC - ROOF LEVEL 2 208 V/2-1830 VA -9 A DIRECT 30 30/2 25 1 2 10 10 10 3/4"--INDOOR UNIT POWERS OUTDOOR UNIT. ODU-2 EXHAUST FAN PUMP HOUSE ROOF LEVEL 2 120 V/1-360 VA 0.75HP 3 A DIRECT 15 30/2 5.6 1 1 12 12 12 1/2"--INDOOR UNIT POWERS OUTDOOR UNIT. 24002 - UNIT HEATER SCHEDULE ID DESCRIPTION LEVEL ROOM PANEL CIRCUIT #ELECT DATA MOTOR CONNECTION TYPE CB SIZE DISC SIZE FUSE SIZE # OF SET # PHASE WIRES PHASE SIZE NEUTRAL SIZE GROUND SIZE RACEWAY SIZE STARTER TYPE STARTER SIZE REMARKS#NAME HP FLA UH-1 ELECTRIC UNIT HEATER - CONCESSIONS 204 LEVEL 1 129 POOL EQUIPMENT 208 V/2-2288 VA xkW 11 A DIRECT 20 30/2 15 1 2 12 12 12 1/2"-- UH-2 ELECTRIC UNIT HEATER - CONCESSIONS 204 LEVEL 1 208 V/2-2288 VA xkW 11 A DIRECT 20 30/2 15 1 2 12 12 12 1/2"-- UH-3 ELECTRIC UNIT HEATER - CONCESSIONS 204 LEVEL 1 208 V/2-2288 VA xkW 11 A DIRECT 20 30/2 15 1 2 12 12 12 1/2"-- UH-4 ELECTRIC UNIT HEATER - CONCESSIONS 204 LEVEL 1 204 CONCESSIONS 208 V/2-2288 VA xkW 11 A DIRECT 20 30/2 15 1 2 12 12 12 1/2"-- UH-5 ELECTRIC UNIT HEATER - STORAGE 205 LEVEL 1 205 STORAGE 208 V/2-2288 VA xkW 11 A DIRECT 20 30/2 15 1 2 12 12 12 1/2"-- UH-6 ELECTRIC UNIT HEATER - ELEC 206 LEVEL 1 206 POOL MECH & ELEC 208 V/2-3120 VA xkW 15 A DIRECT 20 30/2 20 1 2 12 12 12 1/2"-- UH-7 ELECTRIC UNIT HEATER - STORAGE 205 LEVEL 1 206 POOL MECH & ELEC 208 V/2-3120 VA xkW 15 A DIRECT 20 30/2 20 1 2 12 12 12 1/2"-- 24002 - ELECTRIC HEATER SCHEDULE ID DESCRIPTION LEVEL ROOM PANEL CIRCUIT #ELECT DATA MOTOR CONNECTION TYPE CB SIZE DISC SIZE FUSE SIZE # OF SET # PHASE WIRES PHASE SIZE NEUTRAL SIZE GROUND SIZE RACEWAY SIZE STARTER TYPE STARTER SIZE REMARKS#NAME HP FLA EH-1 ELECTRIC WALL HEATER - VEST V100 LEVEL 1 208 V/2-2080 VA 2kW 10 A DIRECT 30 30/2 30 1 2 10 10 10 1/2"-- EH-2 ELECTRIC WALL HEATER - VEST 100S LEVEL 1 208 V/2-2080 VA 2kW 10 A DIRECT 30 30/2 30 1 2 10 10 10 1/2"-- EH-3 ELECTRIC WALL HEATER - VEST 100S LEVEL 1 129A CHEM 208 V/2-5824 VA 6kW 28 A DIRECT 40 60/2 30 1 2 8 8 10 1/2"-- EH-4 ELECTRIC WALL HEATER - VEST 100S LEVEL 1 129B CHEM 208 V/2-5824 VA 6kW 28 A DIRECT 40 60/2 30 1 2 8 8 10 1/2"-- EH-5 ELECTRIC WALL HEATER - VEST 100S LEVEL 1 201 UCR 120 V/1-480 VA 0.5kW 4 A DIRECT 30 30/2 30 1 1 10 10 10 1/2"-- EH-6 ELECTRIC WALL HEATER - VEST 100S LEVEL 1 202 UCR 120 V/1-480 VA 0.5kW 4 A DIRECT 30 30/2 30 1 1 10 10 10 1/2"-- EH-7 ELECTRIC WALL HEATER - VEST 100S LEVEL 1 203 UCR 120 V/1-480 VA 0.5kW 4 A DIRECT 30 30/2 30 1 1 10 10 10 1/2"-- EH-8 ELECTRIC WALL HEATER - CHEM 208B LEVEL 1 208 CHEM 208 V/1-5824 VA 6kW 28 A DIRECT 40 60/2 30 1 1 8 8 10 1/2"-- EH-9 ELECTRIC WALL HEATER - VEST 100S LEVEL 1 207 CHEM 208 V/1-5824 VA 6kW 28 A DIRECT 40 60/2 30 1 1 8 8 10 1/2"-- 24002 - ELECTRIC WATER HEATER SCHEDULE ID DESCRIPTION LEVEL ROOM PANEL CIRCUIT #ELECT DATA MOTOR CONNECTION TYPE CB SIZE DISC SIZE FUSE SIZE # OF SET # PHASE WIRES PHASE SIZE NEUTRAL SIZE GROUND SIZE RACEWAY SIZE STARTER TYPE STARTER SIZE REMARKS#NAME HP FLA EWH-1 ELECTRIC WATER HEATER - MECHANICAL 129C LEVEL 1 129C MECHANICAL 480 V/3-103923 VA xkW 125 A DIRECT 20 30/3 15 1 3 12 -12 1/2"-- WH-1 WATER HEATER - STORAGE 205 LEVEL 1 205 STORAGE 480 V/3-54040 VA xkW 65 A DIRECT 100 100/3 80 1 3 3 -8 1/2"-- 24002 - HEAT PUMP WATER HEATER SCHEDULE ID DESCRIPTION LEVEL ROOM PANEL CIRCUIT #ELECT DATA MOTOR CONNECTION TYPE CB SIZE DISC SIZE FUSE SIZE # OF SET # PHASE WIRES PHASE SIZE NEUTRAL SIZE GROUND SIZE RACEWAY SIZE STARTER TYPE STARTER SIZE REMARKS#NAME HP FLA HPWH-1 HEAT PUMP WATER HEATER - MECHANICAL 129C LEVEL 1 129C MECHANICAL 480 V/3-103923 VA xkW 125 A DIRECT 150 200/3 150 1 3 1/0 -6 2"-- 24002 - PLUMBING PUMP SCHEDULE ID DESCRIPTION LEVEL ROOM PANEL CIRCUIT #ELECT DATA MOTOR CONNECTION TYPE CB SIZE DISC SIZE FUSE SIZE # OF SET # PHASE WIRES PHASE SIZE NEUTRAL SIZE GROUND SIZE RACEWAY SIZE STARTER TYPE STARTER SIZE REMARKS#NAME HP FLA DHWP-1 ELECTRIC PLUMBING PUMP - ???LEVEL 1 205 STORAGE 120 V/1-276 VA 0.27kW 2 A DIRECT 20 30/2 10 1 1 12 12 12 1/2"-- DHWP-2 ELECTRIC PLUMBING PUMP - ???LEVEL 1 129C MECHANICAL 120 V/1-276 VA 0.27kW 2 A DIRECT 20 30/2 10 1 1 12 12 12 1/2"-- SP-1 ELECTRIC SUMP PUMP - ???PUMP PIT 208 V/1-0 VA xkW 0 A DIRECT 20 30/2 10 1 1 12 12 12 1/2"-- SP-2 ELECTRIC SUMP PUMP - ???PUMP PIT 208 V/1-0 VA xkW 0 A DIRECT 20 30/2 10 1 1 12 12 12 1/2"-- 24002 - AQUATIC EQUIPMENT SCHEDULE ID DESCRIPTION LEVEL ROOM PANEL CIRCUIT #ELECT DATA MOTOR CONNECTION TYPE CB SIZE DISC SIZE FUSE SIZE # OF SET # PHASE WIRES PHASE SIZE NEUTRAL SIZE GROUND SIZE RACEWAY SIZE STARTER TYPE STARTER SIZE REMARKS#NAME HP FLA AC1 POOL A & B AIR COMPRESSOR LEVEL 1 129 POOL EQUIPMENT 120 V/1-1800 VA -15 A DIRECT 20 30/2 -1 1 12 12 12 1 1/2"-- AC2 POOL A & B AIR COMPRESSOR LEVEL 1 206 POOL MECH & ELEC 120 V/1-1800 VA -15 A DIRECT 20 30/2 -1 1 12 12 12 1 1/2"-- C1A POOL A CHEMICAL CONTROLLER LEVEL 1 206 POOL MECH & ELEC 120 V/1-1200 VA xkW 10 A DIRECT 20 30/2 -1 1 12 12 12 1/2"-- C1A POOL A CHEMICAL CONTROLLER LEVEL 1 120 V/1-1200 VA xkW 10 A DIRECT 20 30/2 -1 1 12 12 12 1/2"-- C1B POOL B CHEMICAL CONTROLLER LEVEL 1 129 POOL EQUIPMENT 120 V/1-1200 VA xkW 10 A DIRECT 20 30/2 -1 1 12 12 12 1/2"-- EV1A POOL A DIGITAL POSITION VALVE LEVEL 1 120 V/1-300 VA xkW 3 A DIRECT 20 30/2 20 1 1 12 12 12 1/2"-- EV1C POOL C DIGITAL POSITION VALVE LEVEL 1 120 V/1-300 VA xkW 3 A DIRECT 20 30/2 20 1 1 12 12 12 1/2"-- F1A POOL A FILTER CONTOL PANEL LEVEL 1 129 POOL EQUIPMENT 120 V/1-1440 VA xkW 12 A DIRECT 20 30/2 20 1 1 12 12 12 1/2"-- F1B POOL B FILTER CONTOL PANEL LEVEL 1 129 POOL EQUIPMENT 120 V/1-1440 VA xkW 12 A DIRECT 20 30/2 20 1 1 12 12 12 1/2"-- F1C POOL C FILTER CONTOL PANEL LEVEL 1 206 POOL MECH & ELEC 120 V/1-1440 VA xkW 12 A DIRECT 20 30/2 20 1 1 12 12 12 1/2"-- H1A-1 POOL A HEATER CONTROL PANEL LEVEL 1 129 POOL EQUIPMENT 120 V/1-960 VA xkW 8 A DIRECT 20 30/2 -1 1 12 12 12 1"-- H1A-2 POOL A HEATER CIRCULATING PUMP LEVEL 1 129 POOL EQUIPMENT 120 V/1-1080 VA xkW 9 A DIRECT 20 30/2 -1 1 12 12 12 1 1/2"-- H1B-1 POOL B HEATER CONTROL PANEL LEVEL 1 129 POOL EQUIPMENT 120 V/1-960 VA xkW 8 A DIRECT 20 30/2 -1 1 12 12 12 1"-- H1B-2 POOL B HEATER CIRCULATING PUMP LEVEL 1 129 POOL EQUIPMENT 120 V/1-1080 VA xkW 9 A DIRECT 20 30/2 -1 1 12 12 12 1 1/2"-- H1C-1 POOL C HEATER CONTROL PANEL LEVEL 1 206 POOL MECH & ELEC 120 V/1-960 VA xkW 8 A DIRECT 20 30/2 -1 1 12 12 12 1"-- H1C-2 POOL C HEATER CIRCULATING PUMP LEVEL 1 206 POOL MECH & ELEC 120 V/1-1080 VA xkW 9 A DIRECT 20 30/2 -1 1 12 12 12 1 1/2"-- P1A POOL A FILTRATION PUMP PUMP PIT 480 V/3-43232 VA 40HP 52 A DIRECT 75 100/3 65 1 3 4 -8 1"-- P1B POOL B FILTRATION PUMP PUMP PIT 480 V/3-17459 VA 15HP 21 A DIRECT 30 30/3 30 1 3 10 -10 1"-- P1C POOL C FILTRATION PUMP PUMP PIT 480 V/3-64017 VA 60HP 77 A DIRECT 100 100/3 100 1 3 3 -8 2"-- P2A POOL A ACTIVITY PUMP PUMP PIT 480 V/3-2827 VA 2HP 3 A DIRECT 15 30/3 5 1 3 12 -12 3/4"-- P2B POOL B JET PUMP PUMP PIT 480 V/3-17459 VA 15 21 A DIRECT 30 30/3 30 1 3 10 -10 1"-- P2C POOL C ACTIVITY PUMP PUMP PIT 480 V/3-11639 VA 10 14 A DIRECT 20 30/3 20 1 3 12 -12 1"-- P3A POOL A ACTIVITY PUMP PUMP PIT 480 V/3-11639 VA 10 14 A DIRECT 20 30/3 20 1 3 12 -12 1"-- P3B POOL B JET PUMP PUMP PIT 480 V/3-17459 VA 15 21 A DIRECT 30 30/3 30 1 3 10 -10 1"-- P3C POOL C ACTIVITY PUMP PUMP PIT 480 V/3-9145 VA 7.5 11 A DIRECT 20 30/3 20 1 3 12 -12 1"-- P4A POOL A ACTIVITY PUMP PUMP PIT 480 V/3-43232 VA 40 52 A DIRECT 75 100/3 70 1 3 4 -8 1"-- P4C POOL C SLIDE PUMP PUMP PIT 480 V/3-17459 VA 15 21 A DIRECT 30 30/3 30 1 3 10 -10 1"-- P5A POOL A ACTIVITY PUMP PUMP PIT 480 V/3-43232 VA 40 52 A DIRECT 75 100/3 70 1 3 4 -8 1"-- P5C POOL C ACTIVITY PUMP PUMP PIT 480 V/3-43232 VA 40 52 A DIRECT 75 100/3 70 1 3 4 -8 1"-- P6A POOL A SLIDE PUMP PUMP PIT 480 V/3-17459 VA 15 21 A DIRECT 30 30/3 30 1 3 10 -10 1"-- P6C POOL C ACTIVITY PUMP PUMP PIT 480 V/3-43232 VA 40 52 A DIRECT 75 100/3 70 1 3 4 -8 1"-- P7A POOL A SLIDE PUMP PUMP PIT 480 V/3-17459 VA 15 21 A DIRECT 30 30/3 30 1 3 10 -10 1"-- P7C POOL C SLIDE PUMP PUMP PIT 480 V/3-17459 VA 15 21 A DIRECT 30 30/3 30 1 3 10 -10 1"-- P8A POOL A ACTIVITY PUMP PUMP PIT 480 V/3-2827 VA 2HP 3 A DIRECT 15 30/3 5 1 3 12 -12 3/4"-- P8C POOL C SLIDE PUMP PUMP PIT 480 V/3-43232 VA 40 52 A DIRECT 75 100/3 70 1 3 4 -8 1"-- P9C POOL C SLIDE PUMP PUMP PIT 480 V/3-17459 VA 15 21 A DIRECT 30 30/3 30 1 3 10 -10 1"-- SV1A POOL A SURGE TANK EXHAUST FAN LEVEL 1 120 V/1-1656 VA xkW 14 A DIRECT 20 30/2 20 1 1 12 12 12 1/2"-- SV1C POOL C SURGE TANK EXHAUST FAN LEVEL 1 120 V/1-1656 VA xkW 14 A DIRECT 20 30/2 20 1 1 12 12 12 1/2"-- UV1A POOL A UV CONTROL CABINET & UV CHAMBER LEVEL 1 129 POOL EQUIPMENT 208 V/2-4992 VA xkW 24 A DIRECT 40 60/2 -1 2 8 8 10 1 1/2"-- UV1B POOL B UV CONTROL CABINET & UV CHAMBER LEVEL 1 129 POOL EQUIPMENT 208 V/2-2496 VA xkW 12 A DIRECT 30 30/2 -1 2 10 10 10 1 1/2"-- UV1C POOL C UV CONTROL CABINET & UV CHAMBER LEVEL 1 206 POOL MECH & ELEC 480 V/3-5994 VA xkW 7 A DIRECT 30 30/3 -1 3 10 -10 1 1/2"-- 9 DAYLIGHT HARVESTING PHOTOCELL IN USE. PROVIDE ONE SENSOR PER DAYLIGHT ZONE (PRIMARY AND SECONDARY). 10 PRESET FOOTCANDLE TARGET VALUE. COORDINATE WITH OWNER FOR ANY DEVIATION FROM SUGGESTED LEVELS. 11 SITE LUMINAIRES WITH INTEGRATED PHOTOCELLS TO TURN ON WHEN MOTION IS DETECTING DURING SCHEUDLE "ON" HOURS. 4 LIGHTS TO TURN ON AUTOMATICALLY TO NO MORE THAN 50% 5 LIGHTS TO BE TURNED ON MANUALLY AND SWITCH OFF AUTOMATICALLY AFTER PRESET TIME OUT PERIOD ELAPSES. 6 DEFAULT TIME OUT PERIOD FOR OCCUPANCY/VACANCY SENSORS. 7 LIGHTS ARE CONTROLLED BY LINE VOLTAGE (120V OR 277V) DEVICE. 8 LIGHTS ARE CONTROLLED BY LOW VOLTAGE DEVICE. REFER TO LOW VOLTAGE BUTTON STATION SCHEDULE FOR DETAILS. SITE X X X X 15 X NOTES:1 TIMES SHOWN ARE SUGGESTED ONLY. COORDINATE FINAL TIMES WITH OWNER. SHOWN IN 24HR FORMAT FOR CLARITY. 2 TIMES SHOWN ARE SUGGESTED ONLY. COORDINATE FINAL TIMES WITH OWNER. SHOWN IN 24HR FORMAT FOR CLARITY. 3 BUTTON STATION WITH TEMPORARY OVERRIDE CAPABILITIES FOR MAINTENANCE USE. OFFICE SUPPORT X 20 X X 50 LOBBY / LOUNGE X 20 X X 50 CONCESSIONS X 20 X X 50 NATATORIUM X 20 X X 50 LIFEGUARD LOCKERS X 20 X MECHANICAL ROOM X MDF ROOM X IDF ROOM X MOTHER'S ROOM X 20 X HALLWAYS / CORRIDORS X X X X LOCKER X 20 X STORAGE X 10 X RESTROOM X 20 X POOL EQUIPMENT ROOM X ELECTRICAL ROOM X LIGHTING CONTROLS MATRIX TIMECLOCK FUNCTIONS OCCUPANCY SENSOR FUNCTIONS SWITCHING FUNCTIONS DAYLIGHTING FUNCTIONS INTEGRATION FUNCTIONS SCHEDULE ON (1) SCHEDULE OFF (2) SCHEDULE OVERRIDE SWITCH (3) OCCUPANCY MODE (4)(11) VACANCY MODE (5) OS TIMEOUT PERIOD (6) LINE VOLTAGE SWITCHING (7) LOW VOLTAGE SWITCHING (8) DAYLIGHT HARVESTING (9) TARGET FOOTCANDLE LEVEL (10) FIRE ALARM SECURITY BMS/DDC PARTY ROOM X 20 X X 50 OFFICE X 20 X X 50 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:46:18 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E0.03 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y SCHEDULES - LIGHTING 11.8.2024 - INTERIOR LUMINAIRE SCHEDULE - TYPE MANUFACTURER CATALOG NUMBER VOLTAGE VA WATTS DELIVERED LUMENS K TEMP CRI NOTES P01 LITHONIA CLX-L48-4000LM-SEF-FDL-W-MVOLT-GZ1-35K-80CRI 277 V 42 38 4511 3500 80 COORDINATE FINAL MOUNTING HEIGHTS AND LOCATIONS WITH OTHER TRADES INCLUDING MECHANICAL, FIRE ALARM, DATA, ELEVATOR EQUIPMENT, ETC. P02 ALPHABET BETA-6R-SW-30LM-30K-80-WH70-XX-XX-AC6-UNV-DIM10 277 V 55 50 1000 3500 80 FINALIZE SIZE OF LUMINAIRE WITH INTERIOR DESIGN P03 LUX DYNAMICS WAVEP-4-TGBW-DMX-WSAX-DEF4-X/XX-2P10B-NAT 277 V 920 836 140000 3500 80 FULL RGB INDIRECT LIGHTING WITH DMX CONTROL,CONNECT TO FRESCO CONTROLLER IN MAIN OFFICE, LOCATIONS TO BE FINALIZED WITH STRUCTURE AND OTHER TRADES P04 OCL PE1-P1EM-72-MW-XX-LED1-935-UNV-100-DM1-XXX 277 V 70 64 3570 3500 80 FINAL ACOUSTICAL MATERIAL SELECTION BY INTERIOR DESIGNER FROM STANDARD OPTIONS P04A OCL PE1-P1EM-60-MW-XX-LED1-935-UNV-100-DM1-XXX 277 V 59 53 2780 3500 80 FINAL ACOUSTICAL MATERIAL SELECTION BY INTERIOR DESIGNER FROM STANDARD OPTIONS P04B OCL PE1-P1EM-48-MW-XX-LED1-935-UNV-100-DM1-XXX 277 V 47 42 1960 3500 80 FINAL ACOUSTICAL MATERIAL SELECTION BY INTERIOR DESIGNER FROM STANDARD OPTIONS P04C OCL PE1-P1EM-36-MW-XX-LED1-935-UNV-100-DM1-XXX 277 V 36 32 1480 3500 80 FINAL ACOUSTICAL MATERIAL SELECTION BY INTERIOR DESIGNER FROM STANDARD OPTIONS P05 PRUDENTIAL BPRO4-LIN-FLSH-LED35-MO-4-TXX-WWG-SC-UNV-CA48-X3-ND 277 V 25 23 2840 3500 80 FINAL ACOUSTICAL MATERIAL SELECTION BY INTERIOR DESIGNER FROM STANDARD OPTIONS P06 VLT SPARKLE FIBER CHANDELIER, DIAMATER AS SHOWN, 2MM SPARKLE SERIES 277 V 110 100 -3500 80 BETTERMENT OPTION, PRICE AS SEPERATE OPTION, REMOTE LED ILLUMINATOR WITH SPARKLE WHEEL, FIBER ENDS TERMINATED INTO CRYSTALS, LENGTHS OF FIBER VARY BETWEEN 6" AND 48" R01 PRUDENTIAL BPR02-PER-REG1-CHR-LO-4-MVW-PFL-LP-SC-UNV-X1-EDMX 277 V 18 16 1600 3500 80 PROVIDE CONTINUOUS LENGTHS AS SHOWN, FULL RGB LIGHTING WITH DMX CONTROL, CONNECT TO FRESCO CONTOLLER IN MAIN OFFICE R02 LITHONIA CPANL-2X2-AL01-SWW-M4 277 V 44 40 4400 3500 80 2X2 EDGE LIGHT PANEL LUMINAIRE R03 PRUDENTIAL BPRO4-REC-FLSH-LED35-MO-4-TMW-WWG-LP-SC-UNV-X1-DM01 277 V 25 23 2880 3500 80 PROVIDE CONTINUOUS LENGTHS AS SHOWN, STATIC WHITE, WALL WASH OPTIC R04 PRUDENTIAL BPRO4-REC-FLSH-LED35-MO-4-TMW-BTW-LP-SC-UNV-X1-DM01 277 V 25 23 2880 3500 80 PROVIDE CONTINUOUS LENGTHS AS SHOWN, STATIC WHITE, BATWING OPTIC R05 ALPHABET NUE4-RD-SW-20LM-35K-60D-HET-WH-WH-NC-UNV-DIM10 277 V 23 21 2000 3500 90 4" RECESSED DOWNLIGHT R06 PRUDENTIAL BPR02-PER-REG1-LED35-LO-4-MVW-PFL-LP-SC-UNV-X1-DM01 277 V 18 16 1600 3500 80 PROVIDE CONTINUOUS LENGTHS AS SHOWN, STATIC WHITE S01 LITHONIA CLX-L48-4000LM-SEF-FDL-W-MVOLT-GZ1-35K-80CRI 277 V 39 35 4537 3500 80 - S02 MATRIX F-04-I-3042-27-V-S 277 V 35 32 3850 2700 80 SURFACE MOUNTED ILLUMINATED MIRROR S03 KLUS LARKO EXTRUSION WITH RGB TAPE 277 V 3 3 300 3500 80 SURFACE MOUNTED RGB TAPE LIGHT IN EXTRUDED ALUMINUM CHANEL, REFER TO INTERIOR ELEVATIONS, PROVIDE ON SIDES OF WALL OPENING AS WELL AS TOP S04 KLUS PICO EXTRUSION WITH STATIC WHITE TAPE 277 V 3 3 300 3500 80 SURFACE MOUNTED RGB TAPE LIGHT IN EXTRUDED ALUMINUM CHANEL XC1 BARRON EXITRONIX VEX SERIES 277 V 4 4 N/A 0 N/A CEILING MOUNTED, PROVIDE DIRECTIONAL ARROWS AS INDICATED. PROVIDE UNSWITCHED PHASE CONDUCTOR FROM NEAREST EMERGENCY CIRCUIT SERVING LOCAL SWITCH GROUP. XM1 BARRON EXITRONIX VEX SERIES 277 V 4 4 N/A 0 N/A BACK MOUNTED, PROVIDE DIRECTIONAL ARROWS AS INDICATED. PROVIDE UNSWITCHED PHASE CONDUCTOR FROM NEAREST EMERGENCY CIRCUIT SERVING LOCAL SWITCH GROUP. - EXTERIOR LUMINAIRE SCHEDULE - TYPE MANUFACTURER CATALOG NUMBER VOLTAGE VA WATTS DELIVERED LUMENS K TEMP CRI DISTRIBUTION TYPE POLE TYPE BASE TYPE NOTES Z01 BEGA B88165 277 V 42 38 2611 3000 80 V 12' ROUND STRAIGHT STEEL FLUSH - Z02 LITHONIA RSXF4-P4-30K-AWFD-MVOLT-IS 277 V 474 431 57422 3000 80 III 20' ROUND TAPERED STEEL 30" CONCRETE PROVIDE POLE SHOP DRAWINGS FOR REVIEW PRIOR TO ORDERING LUMINAIRES Z03 LITHONIA RSX1LED-P1-30K-R3-MVOLT 277 V 56 51 6459 3000 80 III 15' ROUND STRAIGHT STEEL 30" CONCRETE SINGLE HEAD Z03A LITHONIA RSX1LED-P1-30K-R3-MVOLT 277 V 112 102 12918 3000 80 III 15' ROUND STRAIGHT STEEL 30" CONCRETE DOUBLE HEAD Z04 BEGA B84244 277 V 23 21 1668 3000 80 V 4' ROUND STEEL BOLLARD FLUSH - Z05 HYDREL HLF501-LLP-XFT-MSL4-300LMF-80CRI-30K-MVOLT-10X60-FCA-H500A DJC1-HVSR-MIN1-ZT-BKT 277 V 14 13 1310 3000 80 10X60 GRAZE SURFACE MOUNT ADJUSTABLE BRACKET TO CONCRETE, AIM LUMINAIRE IN PRESENCE OF ENGINEER Z06 LITHONIA WDGE1-P2-30K-80CRI-VW-MVOLT-SRM 277 V 17 15 2000 3000 80 WIDE - LIGHTING CONTROL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. ALL WALL STATIONS, CEILING SENSORS, AND 0-10V DIMMING CONTROL TO BE PROVIDED WITH WIRED MODULES. POWER FOR CONTROL DEVICES SHALL BE HARDWIRED AND POWERED EITHER BY LINE VOLTAGE. NO BATTERY DEVICES SHALL BE ALLOWED FOR THIS PROJECT. EACH SPACE TYPICALLY SHOWS A JUNCTION BOX WITH A HOMERUN. ALL FIXTURES WITHIN THE ENCLOSED SPACE ARE CONNECTED TO THE HOMERUN CIRCUIT. ACTUAL WIRING WILL VARY PER CONTROL VENDOR PRODUCED SHOP DRAWINGS. J-BOX ARE SHOWN JUST FOR CONNECTION INFORMATION OF POWER SOURCE. MORE THAN ONE SPACE CAN BE CONNECTED TO THE SAME CIRCUIT. ALL COLOR CHANGING DMX LUMINAIRES TO BE CONTROLLED FROM MAIN FRESCO CONTROLLER LOCATED IN MAIN OFFICE. PROVIDE ROOM CONTROLLERS AS REQUIRED IN HALLWAYS AND CORRIDORS WITHIN ACCESSIBLE CEILINGS. UTILIZE CATEGORY 6 CABLING. COORDINATE WITH OWNER ON PREFERRED JACKET COLOR FOR CABLING. PROVIDE CONTROL SWITCH GROUP(S) AND MANUAL SWITCHING ZONE(S) AS SHOWN. PROVIDE AREA LIGHTING CONTROLLERS AS REQUIRED FOR VACANCY, OCCUPANCY AND DAYLIGHT SENSORS. PLUG LOAD MODULES ARE ALSO TO BE PROVIDED FOR SWITCH CONTROLLED RECEPTACLES WITHIN THE DEFINED ENCLOSED SPACE. CONTRACTOR SHALL COORDINATE WITH E3 SERIES SHEETS AND PROVIDE PLUG LOAD MODULES AS REQUIRED IN EACH SPACE WHERE CONTROLLED OUTLETS ARE SHOWN. CONTROLLED RECEPTACLE SHALL BE PROGRAMMED TO TURN ON WHEN MOTION IS SENSED. WHEN MOTION IS NO LONGER DETECTED, CONTROLLED RECEPTACLES SHALL TURN OFF AUTOMATICALLY. PROVIDE AN AUXILIARY CONTACT IN OFFICES FOR BUILDING BAS FOR PROVIDING OCCUPANCY FEEDBACK FOR MECHANICAL SYSTEMS. EXTERIOR LIGHTING SHALL BE CONTROLLED VIA RELAY AND INTERCONNECTED WITH EXISTING BUILDING LIGHTING CONTROL PANEL FOR EXTERIOR LIGHTING CONTROL. COMMON AREAS LIKE CORRIDORS SHALL HAVE LOCAL CONTROLS AND BE PROGRAMMED TO PROVIDE LOCAL, MANUAL CONTROL FOR USE DURING IRREGULAR EVENING AND WEEKEND EVENTS IN ORDER TO PREVENT AUTOMATIC SWEEP OFF DURING USE. THESE CONTROLS SHALL BE NON OPERATIONAL DURING REGULAR SCHOOL HOURS. 2 HOURS AFTER REGULAR OPERATION HOURS ALL CORRIDOR LIGHTING SHALL DIM TO 70% LIGHT OUTPUT. LOCAL LOW VOLTAGE OVERRIDE STATIONS SHALL BE PROGRAMMED TO RAISE THESE AREAS TO FULL OUTPUT FOR 1 HOUR. THE SYSTEM ARCHITECTURE SHALL FACILITATE REMOTE OPERATION VIA A COMPUTER CONNECTION. INTELLIGENT LIGHTING CONTROL SYSTEM SHALL CONSIST OF ONE OR MORE BASIC LIGHTING CONTROL COMPONENTS PER SPACE, OCCUPANCY SENSORS, PHOTOCELL SENSORS, RELAYS, DIMMING OUTPUTS, MANUAL SWITCH STATIONS, AND MANUAL DIMMING STATIONS. SYSTEM MAY INTERFACE DIRECTLY WITH INTELLIGENT LED LUMINARIES SUCH THAT ONLY CAT6 CABLING IS REQUIRED TO INTERCONNECT LUMINARIES WITH CONTROL COMPONENTS SUCH AS SENSORS AND SWITCHES. SYSTEM SHALL BE CAPABLE OF OPERATING A LIGHTING CONTROL ZONE ACCORDING TO SEVERAL SEQUENCES OF OPERATION, SYSTEM SHALL BE ABLE TO CHANGE A SPACE'S SEQUENCE OF OPERATION ACCORDING TO A TIME SCHEDULE SO AS TO ENABLE CUSTOMIZED TIME-OF-DAY, DAY-OF-WEEK UTILIZATION OF A SPACE. NOTE OPERATING MODES SHOULD BE UTILIZED ONLY IN MANNERS CONSISTENT WITH LOCAL ENERGY CODES. LOW-VOLTAGE CABLING AND RELATED CONNECTIONS ARE NOT SHOWN ON PLANS, BUT IS REQUIRED. LUMINARIES IN DAYLIGHT ZONE (REGARDLESS OF SWITCHING ZONE) SHALL ADJUST TO MAINTAIN DESIRED LIGHT LEVEL BASED ON AVAILABLE DAYLIGHT UNLESS SWITCHED OFF. IN ALL AREAS CONTROLLED VIA OCCUPANCY SENSORS OTHER THAN RESTROOMS, SENSOR SHALL BE AUTO ON/AUTO OFF AND TURN ON LIGHTING TO 50% BRIGHTNESS UPON OCCUPANCY REGARDLESS OF LAST STATE. LUMINARIES SHALL DE-ENERGIZE WHEN OCCUPANCY SENSORS DO NOT DETECT MOTION OR PRESENT FOR 15 MINUTES. 2 HOURS AFTER NORMAL OPERATION HOURS , OCCUPANCY SENSORS SHALL BE ISSUED A PROGRAM SIGNAL TO DE-ENERGIZE WHEN OCCUPANCY SENSORS DO NOT DETECT MOTION OR PRESENT FOR 5 MINUTES. OCCUPANCY SENSOR COVERAGE PATTERNS AND QUANTITY SHALL PROVIDE SENSITIVITY SUCH THAT 3' OR LESS PENETRATION INTO ROOM ENERGIZES LUMINAIRES. - LOW VOLTAGE BUTTON STATION SCHEDULE BUTTON STATION TYPE DESCRIPTION BUTTON 1 BUTTON 1 FUNCTION BUTTON 2 BUTTON 2 FUNCTION BUTTON 3 BUTTON 3 FUNCTION BUTTON 4 BUTTON 4 FUNCTION Ltg_Button_05 Ltg_Button_05_ Function NOTES 06Aa MANAGER OFFICE ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS RAISE RAISE BRIGHTNESS IN 5% INCREMENTS LOWER DIMS BRIGHTNESS IN 5% INCREMENTS --WHERE CEILING MOUNTED OCCUPANCY SENSOR IS NOT SHOWN IN ROOM, PROVIDE OCCUPANCY SENSOR INTEGRAL TO SWITCH. 07Aa PARTY ROOM ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS RAISE RAISE BRIGHTNESS IN 5% INCREMENTS LOWER DIMS BRIGHTNESS IN 5% INCREMENTS --WHERE CEILING MOUNTED OCCUPANCY SENSOR IS NOT SHOWN IN ROOM, PROVIDE OCCUPANCY SENSOR INTEGRAL TO SWITCH. 08Aa OPEN OFFICE ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS RAISE RAISE BRIGHTNESS IN 5% INCREMENTS LOWER DIMS BRIGHTNESS IN 5% INCREMENTS --WHERE CEILING MOUNTED OCCUPANCY SENSOR IS NOT SHOWN IN ROOM, PROVIDE OCCUPANCY SENSOR INTEGRAL TO SWITCH. 09Aa NATATORIUM ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS RAISE RAISE BRIGHTNESS IN 5% INCREMENTS LOWER DIMS BRIGHTNESS IN 5% INCREMENTS --WHERE CEILING MOUNTED OCCUPANCY SENSOR IS NOT SHOWN IN ROOM, PROVIDE OCCUPANCY SENSOR INTEGRAL TO SWITCH. 12Aa LIFEGUARD LOCKER ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS RAISE RAISE BRIGHTNESS IN 5% INCREMENTS LOWER DIMS BRIGHTNESS IN 5% INCREMENTS --WHERE CEILING MOUNTED OCCUPANCY SENSOR IS NOT SHOWN IN ROOM, PROVIDE OCCUPANCY SENSOR INTEGRAL TO SWITCH. 22Aa CORRIDOR ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS RAISE RAISE BRIGHTNESS IN 5% INCREMENTS LOWER DIMS BRIGHTNESS IN 5% INCREMENTS --PROGRAM SWITCH SUCH THAT DURNING BUSINESS HOURS NO "OFF" FUNTION AT SWTICH 28Aa STORAGE ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS ------WHERE CEILING MOUNTED OCCUPANCY SENSOR IS NOT SHOWN IN ROOM, PROVIDE OCCUPANCY SENSOR INTEGRAL TO SWITCH. 30Aa RESTROOM ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS ------WHERE CEILING MOUNTED OCCUPANCY SENSOR IS NOT SHOWN IN ROOM, PROVIDE OCCUPANCY SENSOR INTEGRAL TO SWITCH. 31Aa UTILITY ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS ------WHERE CEILING MOUNTED OCCUPANCY SENSOR IS NOT SHOWN IN ROOM, PROVIDE OCCUPANCY SENSOR INTEGRAL TO SWITCH. 32Aa MECHANICAL ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS ------WHERE CEILING MOUNTED OCCUPANCY SENSOR IS NOT SHOWN IN ROOM, PROVIDE OCCUPANCY SENSOR INTEGRAL TO SWITCH. 58Aa LOBBY ON TURNS ON ALL LIGHTS OFF TURNS OFF ALL LIGHTS RAISE RAISE BRIGHTNESS IN 5% INCREMENTS LOWER DIMS BRIGHTNESS IN 5% INCREMENTS --WHERE CEILING MOUNTED OCCUPANCY SENSOR IS NOT SHOWN IN ROOM, PROVIDE OCCUPANCY SENSOR INTEGRAL TO SWITCH. E1.03 1 E1.03 2 E1.03 3 Z01 Z01 Z01 Z01 Z01 Z01 Z01 Z02 Z02 Z02 Z02 Z02 Z02 Z02 Z02 Z01 Z01 EV EV FOOD TRUCK 6-50R UTILITY XFMR AQUATIC CENTER - PHASE 1 Z03Z03 Z03 Z03 Z03 Z03 Z03A Z03A Z03A Z03A Z03 Z03 Z03 Z03 Z03 Z03A Z03A Z03A Z03 Z03 Z03 Z01 Z03 5 E1.04 2 E1.05 WPU, POOL VACUUM WPU, POOL VACUUM WPU, POOL VACUUM WPU, POOL VACUUM WPU, POOL VACUUM MAIN ELEC RM MAIN MDF RM FUTURE AQUATIC CENTER - PHASE 2 7 E1.04 6 E1.04 1 E1.04 2 E1.04 1 E1.04 1 E1.04 6 E1.05 6 E1.05 4 E1.04 6 E1.05 6 E1.05 6 E1.05 3 E1.04 3 E1.04 Z03 7 E1.05 TYP 5 E1.05 TYP Z04 Z04 Z04 Z04 Z04 Z04 Z04 Z04 Z04 Z05 Z05 Z05 Z01 UTILITY CABINET FIBER PEDESTAL (1) 4"C UG FOR UTILITY PRIMARY FEEDER (2) 2"C UG FOR FIBER (6) 4"C UG (1) 4"C UG HANDHOLE (TYP) 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:46:27 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E1.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ELECTRICAL SITE PLAN 11.8.2024 N Scale : 1" = 30'-0" ELECTRICAL SITE PLAN UTILITY CONTACTS: CASEY ROBERTS - FRANKLIN PUD ELECTRICAL POWER SERVICES CRoberts@franklinkpud.com (O)509-546-5952 (C)509-412-4034 BRENT WEATHERMAN - FRANLIN PUD BROADBANK ENGINEER bweatherman@franklinpud.com 509-542-5366 E1.03 1 E1.03 2 E1.03 3 C14 +144" S01b +168" S01b +168" S01b +168" S01b +168" S01b +138" AQUATIC CENTER (TYP OF 4) (TYP OF 2) (TYP OF 4) (TYP OF 4) C13 +144" 5 E1.04 4 E1.04 C12 +120"C11 +120" S01b +138" C34 +120" C32 +120" C30 +120" C31 +120" C33 +120" 3 E1.04 3 E1.04 7 E1.04 6 E1.04 2 E1.04 6 E1.05 6 E1.05 3 E1.04 3 E1.04 3 E1.04 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:46:36 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E1.02 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ELECTRICAL SITE PLAN SYSTEMS 11.8.2024 N Scale : 1" = 30'-0" ELECTRICAL SITE PLAN SYSTEMS R A A A A A A 21 22 BBL5 DEDICATED CCT TO EACH RECEPT 206 POOL MECH & ELEC 207 CHEM 205 STORAGE 204 CONCESSIONS 202 UCR 203 UCR 201 UCR 200 LIFEGUARD RM L4 H3 DF T-L4 R 208 CHEM VERIFY LOCATION. POWERED FROM C1A AP 1 C CP 1 C AP2C WHERE LOCATED? SEE POOL BUILDING PIT LEVEL ON SAME SHEET FOR ADDITIONAL ELEC WORK DIV 26 TO PROVIDE UNISTRUT AND VFD INSTALLATION FOR ALL POOL VFD'S. V R 21 22 BB C10 CLG S2 0 4 20 4 A 20 5 20 6 B OH +96" 20 6 A M M M M 24 +60" DS H3 T-L4 L4 L5 20 0 21 22 BB 206 POOL MECH & ELEC 207 CHEM 205 STORAGE 204 CONCESSIONS 202 UCR 203 UCR 201 UCR 200 LIFEGUARD RM 208 CHEM H3 T- L 4 L4 L5 R02 R02 R02 R02 R02 R02R02R02R02 P01P01 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 R05 S02 R05 S02 R05 S02 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 21 22 BB 21 21 BBBB N Scale : 1/8" = 1'-0" LEVEL 1 - POOL BUILDING - POWER PLAN N Scale : 1/8" = 1'-0" LEVEL 1 - POOL BUILDING - SYSTEMS PLAN N Scale : 1/8" = 1'-0" LEVEL 1 - POOL BUILDING - LIGHTING PLAN 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:46:49 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E1.03 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y POOL BUILDING - LIGHTING, POWER, SYSTEMS & ROOF PLAN 11.8.2024 N Scale : 1/8" = 1'-0" LEVEL 1 POOL BUILDING - ROOF PLAN N Scale : 1/8" = 1'-0" PIT LEVEL - POOL BUILDING - POWER PLAN SECTION CONDUIT BELOW GRADE (4) #5 VERT. REBAR #3 HORZ. TIES 12" O.C. MIN 24" ROUND CONCRETE BASE FINISH GRADE ANCHOR BOLTS 1" CHAMFER (TYP) GROUT FILL AFTER LEVELING PER MANUFACTURERS RECOMMENDATION 60 " M I N 1" MIN3 E1.05 0' - 1 1 / 2 " 0' - 1 1 / 2 " LUMINAIRE POLE SECURITY CAMERA MT ON POLE LUMINAIRE (SEE SCHEDULE FOR TYPE) NETWORK EXTENDER ENCLOSURE 7 E7.73 PLAN CONCRETE BASE ANCHOR BOLTS (6) #6 1-1/2" CIR #3 TIES @ 8" OC WITH ADDITIONAL TIES AT TOP AS SHOWN IN SECTION 18 0 M A X SECTION CONDUIT BELOW GRADE (4) #5 VERT. REBAR #3 HORZ. TIES 12" O.C. MIN 24" ROUND CONCRETE BASE FINISH GRADE ANCHOR BOLTS 1" CHAMFER (TYP) GROUT FILL AFTER LEVELING PER MANUFACTURERS RECOMMENDATION LUMINAIRE POLE 1" MIN SPEAKER/BRACKET MOUNTED ON POLE. SEE SITE PLAN FOR QUANTITIES ON EACH POLE. LUMINAIRE (SEE SCHEDULE FOR TYPE) ROUTE SAFTEY AIRCRAFT CABLE THROUGH MOUNT 3 E1.05 EXTERIOR WIRELESS ACCESS POINT 60 " M I N 16 0 " M A X 16 8 " M A X PLAN CONCRETE BASE ANCHOR BOLTS (6) #6 1-1/2" CIR #3 TIES @ 8" OC WITH ADDITIONAL TIES AT TOP AS SHOWN IN SECTION 0' - 1 1 / 2 " 0' - 1 1 / 2 " NETWORK EXTENDER ENCLOSURE SECTION CONDUIT BELOW GRADE (4) #5 VERT. REBAR #3 HORZ. TIES 12" O.C. MIN 24" ROUND CONCRETE BASE FINISH GRADE ANCHOR BOLTS 1" CHAMFER (TYP) GROUT FILL AFTER LEVELING PER MANUFACTURERS RECOMMENDATION LUMINAIRE POLE SECURITY CAMERA MT ON POLE 1" MIN SPEAKER/BRACKET MOUNTED ON POLE. SEE SITE PLAN FOR QUANTITIES ON EACH POLE. LUMINAIRE (SEE SCHEDULE FOR TYPE) ROUTE SAFTEY AIRCRAFT CABLE THROUGH MOUNT 3 E1.05 7 E7.73 NETWORK EXTENDER ENCLOSURE EXTERIOR WIRELESS ACCESS POINT 5' - 0 7 / 8 " 14 4 " M A X 16 0 " M A X 16 8 " M A X PLAN CONCRETE BASE ANCHOR BOLTS (6) #6 1-1/2" CIR #3 TIES @ 8" OC WITH ADDITIONAL TIES AT TOP AS SHOWN IN SECTION 0' - 1 1 / 2 " 0' - 1 1 / 2 " SECTION CONDUIT BELOW GRADE (4) #5 VERT. REBAR #3 HORZ. TIES 12" O.C. MIN 24" ROUND CONCRETE BASE FINISH GRADE ANCHOR BOLTS 1" CHAMFER (TYP) GROUT FILL AFTER LEVELING PER MANUFACTURERS RECOMMENDATION LUMINAIRE POLE ELECTRICAL OUTLET MTD ON POLE 1" MIN 12 " M I N 3 E1.05 5' - 0 7 / 8 " LUMINAIRE (SEE SCHEDULE FOR TYPE) PLAN CONCRETE BASE ANCHOR BOLTS (6) #6 1-1/2" CIR #3 TIES @ 8" OC WITH ADDITIONAL TIES AT TOP AS SHOWN IN SECTION 0' - 1 1 / 2 " 0' - 1 1 / 2 " SECTION CONDUIT BELOW GRADE (4) #5 VERT. REBAR #3 HORZ. TIES 12" O.C. MIN 24" ROUND CONCRETE BASE FINISH GRADE ANCHOR BOLTS 1" CHAMFER (TYP) GROUT FILL AFTER LEVELING PER MANUFACTURERS RECOMMENDATION LUMINAIRE POLE ELECTRICAL OUTLET MTD ON POLE 1" MIN 12 " M I N SPEAKER/BRACKET MOUNTED ON POLE. SEE SITE PLAN FOR QUANTITIES ON EACH POLE. LUMINAIRE (SEE SCHEDULE FOR TYPE) ROUTE SAFTEY AIRCRAFT CABLE THROUGH MOUNT 3 E1.05 5' - 0 7 / 8 " 16 8 " M A X PLAN CONCRETE BASE ANCHOR BOLTS (6) #6 1-1/2" CIR #3 TIES @ 8" OC WITH ADDITIONAL TIES AT TOP AS SHOWN IN SECTION 0' - 1 1 / 2 " 0' - 1 1 / 2 " SECTION CONDUIT BELOW GRADE (4) #5 VERT. REBAR #3 HORZ. TIES 12" O.C. MIN 24" ROUND CONCRETE BASE FINISH GRADE ANCHOR BOLTS 1" CHAMFER (TYP) GROUT FILL AFTER LEVELING PER MANUFACTURERS RECOMMENDATION LUMINAIRE POLE ELECTRICAL OUTLET MTD ON POLE 1" MIN 12 " M I N SPEAKER/BRACKET MOUNTED ON POLE. SEE SITE PLAN FOR QUANTITIES ON EACH POLE. LUMINAIRE (SEE SCHEDULE FOR TYPE) ROUTE SAFTEY AIRCRAFT CABLE THROUGH MOUNT 3 E1.05 EXTERIOR WIRELESS ACCESS POINT 5' - 0 7 / 8 " 16 0 " M A X 16 8 " M A X PLAN CONCRETE BASE ANCHOR BOLTS (6) #6 1-1/2" CIR #3 TIES @ 8" OC WITH ADDITIONAL TIES AT TOP AS SHOWN IN SECTION 0' - 1 1 / 2 " 0' - 1 1 / 2 " NETWORK EXTENDER ENCLOSURE SECTION 1" CHAMFER (TYP) 6"W CONCRETE MOW STRIP ALL AROUND WITH REBAR RING (TYP) CONDUIT BELOW GRADE (4) #5 VERT. REBAR #3 HORZ. TIES 12" O.C. GROUT FILL AFTER LEVELING PER MANUFACTURERS RECOMMENDATION MIN 24" ROUND CONCRETE BASE FINISH GRADE BOND ANCHOR BOLTS TO REBAR W/ (1) #3/0 LUMINAIRE POLE 3 E1.05 60 " M I N 24 " M I N 1" MIN 0' - 1 1 / 2 " 0' - 1 1 / 2 " SECURITY CAMERA MTD ON POLE LUMINAIRE (SEE SCHEDULE FOR TYPE) NETWORK EXTENDER ENCLOSURE 7 E7.73 PLAN CONCRETE BASE ANCHOR BOLTS (6) #6 1-1/2" CIR #3 TIES @ 8" OC WITH ADDITIONAL TIES AT TOP AS SHOWN IN SECTION 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:46:56 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E1.04 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y DETAILS - SITE POLE DETAILS 11.8.2024 Scale: NTS REFERENCING SHT: E1.01 5 POLE MOUNTING DETAIL - STYLE C Scale: NTS REFERENCING SHT: E1.01 7 POLE MOUNTING DETAIL - STYLE A Scale: NTS REFERENCING SHT: E1.01 6 POLE MOUNTING DETAIL - STYLE B Scale: NTS REFERENCING SHT: E1.01 1 POLE MOUNTING DETAIL - STYLE H Scale: NTS REFERENCING SHT: E1.01 2 POLE MOUNTING DETAIL - STYLE D Scale: NTS REFERENCING SHT: E1.01 4 POLE MOUNTING DETAIL - STYLE E Scale: NTS REFERENCING SHT: E1.01 3 POLE MOUNTING DETAIL - STYLE G EQ EQ 0' - 5 " FACE OF CURB CEME-TUBE BOLLARDS WITH BASE 48" BELOW GRADE AND DOME CAP. TYP OF TWO PER CHARGER 0' - 10"0' - 10" PE R M F R PER MFR EV CHARGER CONDUIT ENTRY PER MFR 12" DIAMETER SONOTUBE BASE 36" EMBED DEPTH 0' - 5 " 30 " M A X 8" . 4" . 12 " . EV CHARGING STATION BOLLARD (TYP OF 2) PAVEMENT 4' M I N CONDUIT PER MFR GROUND SLEEVE FURNISHED AND INSTALLED BY CONTRACTOR #4 REBAR @ 12" O.C. EACH WAY 1 E1.05 6" OF CRUSHED ROCK PROVIDE CONCRETE APRON AROUND BOX WHEN INSTALLED IN GRADE GRADE OR FINISHED SURFACE COMPOSITE BOX & COVER COMPACTED BACKFILL 18 " M I N 4" M I N 4" MIN 1" M I N "E" EMBOSSED IN TOP OF CONCRETE PROVIDE I.D. LABEL AT INTERIOR END OF CONDUIT. STUFF INSIDE CONDUIT CAP. CONCRETE CYLINDER LOCATED OVER END OF STUB-OUT CAPPED CONDUIT STUB-OUT #10 STEEL TRACE WIRE ID TAG CAPPED CONDUIT 1' - 0 " ø 0' - 8"- SECTION PLAN 1" CHAMFER (TYP) 6"W CONCRETE MOW STRIP ALL AROUND WITH REBAR RING (TYP) CONDUIT BELOW GRADE (4) #5 VERT. REBAR #3 HORZ. TIES 8" O.C. GROUT FULL AFTER LEVELING PER MANUFACTURERS RECOMMENDATION MIN 24" ROUND CONCRETE BASE FINISH GRADE LIGHT POLE ANCHOR BOLTS CONCRETE BASE ANCHOR BOLTS MI N 6 0 " MI N 2 4 " MIN 1" 0' - 1 1 / 2 " 0' - 1 1 / 2 " (6) #6 1-1/2" CIR #3 TIES @ 8" OC WITH ADDITIONAL TIES AT TOP AS SHOWN IN SECTION SECTION CONDUIT BELOW GRADE (4) #5 VERT. REBAR #3 HORZ. TIES 8" O.C. GROUT FULL AFTER LEVELING PER MANUFACTURERS RECOMMENDATION MIN 24" ROUND CONCRETE BASE FINISH GRADE LIGHT POLE ANCHOR BOLTS MIN 1" MI N 6 0 " 0' - 1 1 / 2 " 0' - 1 1 / 2 " PLAN CONCRETE BASE ANCHOR BOLTS (6) #6 1-1/2" CIR #3 TIES @ 8" OC WITH ADDITIONAL TIES AT TOP AS SHOWN IN SECTION SECTION CONDUIT BELOW GRADE (4) #5 VERT. REBAR #3 HORZ. TIES 12" O.C. MIN 24" ROUND CONCRETE BASE FINISH GRADE ANCHOR BOLTS 1" CHAMFER (TYP) GROUT FILL AFTER LEVELING PER MANUFACTURERS RECOMMENDATION LUMINAIRE POLE SECURITY CAMERA MT ON POLE 1" MIN SPEAKER/BRACKET MOUNTED ON POLE. SEE SITE PLAN FOR QUANTITIES ON EACH POLE. LUMINAIRE (SEE SCHEDULE FOR TYPE) ROUTE SAFTEY AIRCRAFT CABLE THROUGH MOUNT 3 E1.05 7 E7.73 NETWORK EXTENDER ENCLOSURE 5' - 0 7 / 8 " 14 4 " M A X 16 8 " M A X PLAN CONCRETE BASE ANCHOR BOLTS (6) #6 1-1/2" CIR #3 TIES @ 8" OC WITH ADDITIONAL TIES AT TOP AS SHOWN IN SECTION 0' - 1 1 / 2 " 0' - 1 1 / 2 " Scale: NTS REFERENCING SHT: E1.04 3 FLUSH PULLBOX INSTALLATION Scale: NTS4STUB-OUT LOCATOR Scale: NTS REFERENCING SHT: E1.01 2 EV CHARGING STATION Scale: NTS REFERENCING SHT: E1.05 1 EV CHARGER MOUNTING DETAIL 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:47:03 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E1.05 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y DETAILS - ELECTRICAL SITE 11.8.2024 Scale: NTS REFERENCING SHT: E1.01 6 POLE MOUNTING DETAIL - STYLE F Scale: NTS REFERENCING SHT: E1.01 5 POLE BASE DETAIL - STYLE A Scale: NTS REFERENCING SHT: E1.01 7 POLE BASE DETAIL - STYLE B A B D E F C G H 6 5432 1 R04 R04 R04 R04 R0 3 R03 R02 R02 R01 P03P03 P0 3 P0 3 P0 3 P0 3 P03 P03P03 P0 3 P0 3 P0 3 P0 3 P0 3 P0 3 P0 3 P03 P03 P01 R05 R05 R05 R05 R05 R05 R05R05 R05 R05 R05R05 R05 R05 R05 R05 R05 S01 P04C P04B P04C P04A P04AP04A P04A P04 R02 R02 R02 R02 R02R02 R02 R02 R02 R02 R02R02 R04 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05R05 R05 R05 R05 R05 LIGHTING INTEGREATED WITH CEILING, EC TO PROVIDE POWER AND CONTROL CONNECTION TO ILLUMINATED CEILING SYSTEM R05 R05 R05 R05 R05 R05 R05 R05 R05 S02 S02 S02 S02 S02 S02 S02 S02 S02 S02 S02 S02 S02 S02 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 R05 P0 1 P0 1 P0 1 P0 1 P0 1 R02 R02 R02 R02 R02 R02 R05 R05 S02 S02 S02 R06 S01 S01 S01 S01 S01 S01 S01 R02R02R02 R02 R02 R02 R02 R02 P01 P01P01 DZ1 DZ2 R05 R05 129 POOL EQUIPMENT C100 MAINSTREET 127 UCR 126 UCR 124 UCR 125 UCR 123 UCR 122 UCR C102 HALL 121 UCR 120 UCR 118 UCR119 UCR V101 VEST 130 STOR/CUST 129D ELEC 129C MECHANICAL 129B CHEM 129A CHEM C101 HALL 132 LOCKER AREA 109 PARTY ROOM 107 PARTY ROOM 117 UCR 116 UCR 115 UCR 114 UCR 103 STORAGE 110 STOR 108 TLT 106 TLT 104 MOTHER'S RM 100 LOBBY/LOUNGE 100A GRAB & GO CONCESSIONS V100 VEST 101C MANAGER 101B ADMIN 101A RECEP 105 TELE MS B T- D D P DD P M P LM 1 L1 H1 H2 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P0 1 P01 P01 P0 1 P01 P01 P0 1 P0 1 P0 1 P01 P0 1 P0 1 P01 DZ 1 DZ 2 DZ 1 DZ 2 DZ 1 DZ 2 DZ 1 DZ 2 DZ 1 DZ 2 DZ1 DZ2 DZ1 DZ2 DZ 1 DZ 2 DZ 1 DZ 2 DZ 1 DZ 2 DZ 2 DZ 1 DZ1 DZ2 DZ1 DZ2 DZ1 DZ2 DZ2 DZ1 DZ2 DZ1 DZ 2 DZ 1 DZ 2 DZ 1 DZ 2 DZ 1 DZ 2 DZ 1 P0 1 P0 1 P0 3 P05 P0 5 P0 5 P0 5 P02 P02 P02 P02 P02 P02 P02 S03 S03 R05 P01P01 P0 3 P04B P04A P04B P04 P04B P04A R05 R05 P02 P02 P02P02P02P02P02 P02 P02 P02 P02 P02 P02 P02 P02 P02 P02 P02 P02P02 P02 P02P02 R05R05 S04 S0 1 S04 S04 S04 S04 S04 S04 S04 S04 S0 1 S0 1 S0 1 S0 1 XM 1 XM 1 XC 1 XC1 XC1 XC1 XC 1 XC1 XC 1 XM1 XM1 XC 1 XC1 XM 1 XM 1 XC1 XC1 Z06 Z06 Z06 Z06 Z06 Z06 Z0 6 140 NATATORIUM dz1dz1dz2dz2 dz1dz1dz2dz2 dz1dz1dz2dz2 dz1dz1dz2dz2 dz1dz1 dz2 dz1 dz1 dz1 dz1 dz1 dz1 dz1 dz2dz2 dz2 dz2 dz2dz2dz2 dz2 dz2 dz1dz2 dz1dz2 dz1dz2 dz1dz2 dz1dz2 R0 4 112 LIFEGUARD RM P06 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:47:16 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E2.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y LEVEL 1 - LIGHTING PLAN 11.8.2024 N Scale : 1/8" = 1'-0" LEVEL 1 - LIGHTING PLAN 129 POOL EQUIPMENT C100 MAINSTREET 127 UCR 126 UCR 124 UCR 125 UCR 123 UCR 122 UCR 140 NATATORIUM C102 HALL 121 UCR 120 UCR 118 UCR 119 UCR V101 VEST130 STOR/CUST 129D ELEC 129C MECHANICAL 129B CHEM 129A CHEM C101 HALL 132 LOCKER AREA 109 PARTY ROOM 107 PARTY ROOM 117 UCR 116 UCR 115 UCR 114 UCR 103 STORAGE 113 LIFEGUARD LOCKERS 110 STOR 108 TLT 106 TLT 104 MOTHER'S RM 100 LOBBY/LOUNGE 100A GRAB & GO CONCESSIONS V100 VEST 101C MANAGER 101B ADMIN101A RECEP H1 H2 L1 L2 L3 LM 1 P M T- D D P DD P 105 TELE A A A A A A AA BB DD EE FF CC GG HH 6 6 5 5 4 4 3 3 2 2 1 1 MS B DEDICATED CCT TO EACH RECEPT WPU WPU WPU WPU WPU +60" DF R A +6 0 " ADW R A A C +60" +60" A A A +60" +60" US B +60" FACP AC P ID P E5.01 1 A WD V V ESPRESSO A L6-30R A L6-30R GRILL PRESS ICE 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:47:34 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E3.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y LEVEL 1 - POWER PLAN 11.8.2024 N Scale : 1/8" = 1'-0" LEVEL 1 - POWER PLAN A B D E F C G H 6 5432 1 1 PV ARRAYS CC C 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:47:43 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E3.02 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ROOF LEVEL - POWER & SYSTEM PLANS 11.8.2024 N Scale : 1/8" = 1'-0" ROOF PLAN - ELECTRICAL A B D E FF C G H 6 5432 1 H1 H2 L1 L2 L3 LM 1 P M T- D D P DD P C03 +144" C02 +144" C01 +144" C04 +144" C05 +144" C27 +144"C26 +144" C28 +144"C25 +144" C09 CLG C15 CLG C06 CLG C08 CLG C17 +120" C24 CLG C21 +108" C07 CLG C18 CLG +60" +60"A 36" WP 16" W W W MT G MT G MTG +4 3 2 " +4 3 2 " C29 CLG A +60" DS +60" DS 95CD 95 C D 95 C D 95 C D 95 C D 95 C D 95 C D 95 C D 95 C D +6 0 " +6 0 " A 30CD +60" MS B A +60" +60" S01a S01a S01a S01aS01aS01a S01a S01a S01a S01a S01a S01a 129 POOL EQUIPMENT C100 MAINSTREET 127 UCR 126 UCR 124 UCR 125 UCR 123 UCR 122 UCR 140 NATATORIUM C102 HALL 121 UCR 120 UCR 118 UCR 119 UCR V101 VEST 130 STOR/CUST 129D ELEC 129C MECHANICAL 129B CHEM 129A CHEM C101 HALL 132 LOCKER AREA 109 PARTY ROOM 107 PARTY ROOM 117 UCR 116 UCR 115 UCR 114 UCR 103 STORAGE 113 LIFEGUARD LOCKERS 110 STOR 108 TLT 106 TLT 104 MOTHER'S RM 100 LOBBY/LOUNGE 100A GRAB & GO CONCESSIONS V100 VEST 101C MANAGER 101B ADMIN 101A RECEP 105 TELE M V1 0 1 A C102 13 4 B ? 134D 134E 134F 112 13 4 A 100 V1 0 0 A 107B 109B 129C 129B 113 110 101B 103 105 M IDP ACP FACP MDF-1 102 PARTY / BOARD ROOM 112 LIFEGUARD RM 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:51:54 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E4.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y LEVEL 1 - SIGNAL/COMM PLAN 11.8.2024 N Scale : 1/8" = 1'-0" LEVEL 1 - SIGNAL/COMM PLAN _Design - Data VSS_Cameras CCTV ID MOUNT ING LEVEL COMMENTS C01 LEVEL 1 BASE BID C02 LEVEL 1 BASE BID C03 LEVEL 1 BASE BID C04 LEVEL 1 BASE BID C05 LEVEL 1 BASE BID C06 CLG LEVEL 1 BASE BID C07 CLG LEVEL 1 BASE BID C08 CLG LEVEL 1 ALTERNATE C09 CLG LEVEL 1 ALTERNATE C10 CLG LEVEL 1 ALTERNATE C11 POLE LEVEL 1 BETTERMENT C12 POLE LEVEL 1 BETTERMENT C13 POLE LEVEL 1 BETTERMENT C14 POLE LEVEL 1 BETTERMENT C15 CLG LEVEL 1 BETTERMENT C17 LEVEL 1 BETTERMENT C18 CLG LEVEL 1 BETTERMENT C21 LEVEL 1 BETTERMENT C24 CLG LEVEL 1 BETTERMENT C25 LEVEL 1 BETTERMENT C26 LEVEL 1 BETTERMENT C27 LEVEL 1 BETTERMENT C28 LEVEL 1 BETTERMENT C29 CLG LEVEL 1 BETTERMENT C30 POLE LEVEL 1 BETTERMENT C31 POLE LEVEL 1 BETTERMENT C32 POLE LEVEL 1 BETTERMENT C33 POLE LEVEL 1 BETTERMENT C34 POLE LEVEL 1 BETTERMENT E F 65 129 POOL EQUIPMENT 129B CHEM 129A CHEM DIV 26 TO PROVIDE UNISTRUT AND VFD INSTALLATION FOR ALL POOL VFD'S. CP1A AP1A CP1B AP1B AP 2 A AP 2 B VERIFY LOCATION. POWERED FROM C1B OR C1A VERIFY LOCATION. POWERED FROM C1B OR C1A SEE PIT LEVEL SHEET E5.01 DETAIL #2 FOR ADDITIONAL EQUIPMENT CONNECTIONS E F 5 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:52:05 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E5.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ENLARGED PLANS 11.8.2024 N 1/4" = 1'-0"1 LEVEL 1 - ENLARGED POWER & SYSTEM PLAN N 1/4" = 1'-0"2 PIT LEVEL - POWER & SYSTEM PLAN 1. GENERAL NOTES: REFER TO AQUATIC DRAWING SHEET PL4 AND ALL OF PL5 SERIES FOR ADDITIONAL WIRING AND CONTROL WIRINGS BETWEEN EQUIPMENT. PROVIDE ALL NECESSARY DEVICES, SWITCHES, BACKBOX AND FEEDERS FOR ALL EQUIPMENT 120V AND ABOVE. PROVIDE ALL ELECTRICAL SUPPORT FOR COMPLETE FUNCTIONAL POOL SYSTEMS. CUSTOMER METER GFP POINT OF SERVICE UTILITY METER #3/0 CU #3G CU GND ELECTRODE SYSTEM SWBD MSB 480Y/277VAC,3P,4W N G 20 0 0 A B U S AER CUSTOMER METER (TYP) 60 0 A B U S DIST BOARD 'DDP' 208Y/120,3P,4W PROVIDE BREAKER LOCK SPARE SPARE SPARE SPARE 4x SPACE FOR 3P-225A FRAME TO 17.5kW PV SYSTEM ON ROOF. SEE ROOF FLOOR PLAN FOR DETAIL(RK5 FUSES) TO UTILITY YARD FOR UTILITY SHUT-OFF DISC SW. SEE SITE PLAN. SPARE SPARE SPARE SPARE 10x SPACE FOR 3P-225A FRAME 60 0 A B U S DIST BOARD 'M' 480Y/277,3P,4W RTU-6 RTU-7 BACNET/MODBUS CONVERTERTO B.A.S. RTU-1 80 0 A B U S DIST BOARD 'P' 480Y/277,3P,4W PUMP PUMP PUMP PUMP PUMP PUMP PUMP PUMP PUMP PUMP PUMP PUMP NOTE: 1.PROVIDE NEC 240.87 APPROVED MEANS OF ARC ENERGY REDUCTION (AER) FOR BREAKER THAT CAN BE ADJUST TO 1200A OR HIGHER. 2.PROVIDE CUSTOMER METER MANUFACTURERS APPROVED COMMUNICATION CABLING IN 3/4"C TO ALL CUSTOMER METERS AND THE CUSTOMERS NETWORK. PROVIDE A GATEWAY TO INTERFACE CUSTOMER METERS WITH CUSTOMERS NETWORK FOR REMOTE MONITORING. PROVIDE BACNET MS/TP INTERFACE OR NEEDED CONVERTER AS REQUIRED, AND CONNECT ALl METERS TO BUILDING AUTOMATION SYSTEM. COORDINATE WITH MECHANICAL PRIOR TO SUBMITTAL. #3G CU 3P-70A CB AT OPPOSITE SIDE OF INCOMING FEED BACNET/MODBUS CONVERTER RTU-2 RTU-3 RTU-4 RTU-5 EWH-1 HPWH-1 WH-1 #3G CU SEE PANEL SCHEDULE FOR ADDITIONAL CONNECTIONS SEE PANEL SCHEDULE FOR ADDITIONAL CONNECTIONS 700 T7.00N 2 SETS OF: 4#500, 1#1/0G 4 20.43 4 24.01 4 23.75 700 T7.00N 3 SETS OF: 4#350, 1#2G 3 22.36 3 27.22 3 26.46 800 T8.00N 2 SETS OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 800 T8.00N 3 SETS OF: 4#400, 1#2G 3 24.89 3 30.30 3 29.46 1000 T10.00N 3 SETS OF: 4#400, 1#1/0G 3 28.61 3 34.82 3 33.86 1000 T10.00N 3 SETS OF: 4#600, 1#1/0G 4 21.92 4 25.76 4 25.48 1200 T12.00N 3 SETS OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 1200 T12.00N 4 SETS OF: 4#500, 1#2G 4 29.12 3 35.45 3 34.46 1600 T16.00N 4 SETS OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 1600 T16.00N 5 SETS OF: 4#600, 1#1/0G 4 21.92 4 25.76 4 25.48 2000 T20.00N 5 SETS OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 2000 T20.00N 6 SETS OF: 4#600, 1#1/0G 4 21.92 4 25.76 4 25.48 2500 T25.00N 6 SETS OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 2500 T25.00N 8 SETS OF: 4#600, 1#1/0G 4 21.92 4 25.76 4 25.48 3000 T30.00N 8 SETS OF: 4#500, 1#1/0G 4 20.43 4 24.01 4 23.75 3000 T30.00N 9 SETS OF: 4#600, 1#1/0G 4 21.92 4 25.76 4 25.48 3500 T35.00N 9 SETS OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 3500 T35.00N 11 SETS OF: 4#600, 1#1/0G 4 21.92 4 25.76 4 25.48 4000 T40.00N 10 SETS OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 4000 T40.00N 12 SETS OF: 4#600, 1#1/0G 4 21.92 4 25.76 4 25.48 5000 T50.00N 12 SETS OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 5000 T50.00N 15 SETS OF: 4#600, 1#1/0G 4 21.92 4 25.76 4 25.48 6000 T60.00N 15 SETS OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 6000 T60.00N 18 SETS OF: 4#600, 1#1/0G 4 21.92 4 25.76 4 25.48 25 0.25 1 SET OF: 3#10, 1#10G 1/2 27.76 1/2 29.61 1/2 26.62 25 0.25 USE COPPER 30 0.30 1 SET OF: 3#10, 1#10G 1/2 27.76 1/2 29.61 1/2 26.62 30 0.30 USE COPPER 35 0.35 1 SET OF: 3#8, 1#10G 3/4 24.56 3/4 25.77 3/4 24.56 35 0.35 USE COPPER 40 0.40 1 SET OF: 3#8, 1#10G 3/4 24.56 3/4 25.77 3/4 24.56 40 0.40 USE COPPER 45 0.45 1 SET OF: 3#6, 1#10G 3/4 32.50 3/4 34.09 3/4 32.50 45 0.45 USE COPPER 50 0.50 1 SET OF: 3#8, 1#10G 1 15.15 1 15.73 1 15.01 50 0.50 USE COPPER 60 0.60 1 SET OF: 3#6, 1#10G 1 20.05 1 20.82 1 19.86 60 0.60 USE COPPER 70 0.70 1 SET OF: 3#4, 1#8G 1 1/4 18.97 1 1/4 19.53 1 1/4 18.57 70 0.70 USE COPPER 80 0.80 1 SET OF: 3#4, 1#8G 1 1/4 18.97 1 1/4 19.53 1 1/4 18.57 80 0.80 USE COPPER 90 0.90 1 SET OF: 3#3, 1#8G 1 1/4 21.96 1 1/4 22.61 1 1/4 21.50 90 0.90 USE COPPER 100 1.00 1 SET OF: 3#3, 1#8G 1 1/4 21.96 1 1/4 22.61 1 1/4 21.50 100 1.00 1 SET OF: 3#1, 1#8G 1 1/4 30.50 1 1/4 31.40 1 1/4 29.86 110 1.10 1 SET OF: 3#2, 1#6G 1 1/4 26.61 1 1/4 27.40 1 1/4 26.05 110 1.10 1 SET OF: 3#1/0, 1#6G 1 1/2 25.92 1 1/2 26.57 1 1/2 26.66 125 1.25 1 SET OF: 3#1, 1#6G 1 1/2 25.51 1 1/2 26.15 1 1/2 26.24 125 1.25 1 SET OF: 3#2/0, 1#6G 2 18.71 2 19.08 2 19.35 150 1.50 1 SET OF: 3#1/0, 1#6G 2 18.09 2 18.45 2 18.71 150 1.50 1 SET OF: 3#3/0, 1#6G 2 21.98 2 22.42 2 22.73 175 1.75 1 SET OF: 3#2/0, 1#6G 2 21.38 2 21.80 2 22.11 175 1.75 1 SET OF: 3#4/0, 1#6G 2 1/2 15.10 2 1/2 18.84 2 1/2 18.13 200 2.00 1 SET OF: 3#3/0, 1#6G 2 25.46 2 25.96 2 26.33 200 2.00 1 SET OF: 3#250, 1#6G 2 1/2 18.92 2 1/2 23.60 2 1/2 22.71 225 2.25 1 SET OF: 3#4/0, 1#4G 2 1/2 17.98 2 1/2 22.44 2 1/2 21.59 225 2.25 1 SET OF: 3#300, 1#4G 2 1/2 22.26 2 1/2 27.77 2 1/2 26.72 FEEDER SCHEDULE 4-WIRE WITH LOAD-SIDE GROUND COPPER CONDUCTORS WITH COPPER GROUND BASED ON TBL 250.122 COMPACT ALUMINUM CONDUCTORS WITH COPPER GROUND BASED ON TBL 250.122 4-WIRE WITH LOAD-SIDE GROUND EMT PVC-40 STL FLEX 4-WIRE WITH LOAD-SIDE GROUND EMT PVC-40 STL FLEX OCP FDR TRADE %TRADE %TRADE %OCP FDR TRADE %TRADE %TRADE % SIZE ID 75-DEG C CONDUCTORS SIZE FILL SIZE FILL SIZE FILL SIZE ID 75-DEG C CONDUCTORS SIZE FILL SIZE FILL SIZE FILL 20 0.20N 1 SET OF: 4#12, 1#12G 1/2 21.88 1/2 23.33 1/2 20.98 20 0.20N USE COPPER 25 0.25N 1 SET OF: 4#10, 1#10G 1/2 34.70 1/2 37.02 1/2 33.28 25 0.25N USE COPPER 30 0.30N 1 SET OF: 4#10, 1#10G 1/2 34.07 1/2 37.02 1/2 33.28 30 0.30N USE COPPER 35 0.35N 1 SET OF: 4#8, 1#10G 3/4 31.43 3/4 32.97 3/4 31.43 35 0.35N USE COPPER 40 0.40N 1 SET OF: 4#8, 1#10G 3/4 31.43 3/4 32.97 3/4 31.43 40 0.40N USE COPPER 45 0.45N 1 SET OF: 4#8, 1#10G 1 31.43 1 32.97 1 30.96 45 0.45N USE COPPER 50 0.50N 1 SET OF: 4#8, 1#10G 1 31.43 1 32.97 1 30.96 50 0.50N USE COPPER 60 0.60N 1 SET OF: 4#6, 1#10G 1 25.91 1 26.91 1 25.68 60 0.60N USE COPPER 70 0.70N 1 SET OF: 4#4, 1#8G 1 1/4 24.48 1 1/4 25.20 1 1/4 28.68 70 0.70N USE COPPER 80 0.80N 1 SET OF: 4#4, 1#8G 1 1/4 23.44 1 1/4 24.14 1 1/4 22.95 80 0.80N USE COPPER 90 0.90N 1 SET OF: 4#3, 1#8G 1 1/4 27.43 1 1/4 28.24 1 1/4 26.85 90 0.90N USE COPPER 5000 50.00 12 SETS OF: 3#600, 1#700G 4 24.34 4 28.61 4 28.30 5000 50.00 15 SETS OF: 3#600, 1#700G 4 22.20 4 26.08 4 25.80 6000 60.00 15 SETS OF: 3#600, 1#800G 4 25.16 4 29.56 4 29.24 6000 60.00 18 SETS OF: 3#600, 1#800G 4 22.61 4 26.57 4 26.28 4-WIRE WITH LINE-SIDE GROUND COPPER CONDUCTORS WITH COPPER GROUND BASED ON TBL 250.102(C)(1)COMPACT ALUMINUM CONDUCTORS WITH COPPER GROUND BASED ON TBL 250.102(C)1) 4-WIRE WITH LINE-SIDE GROUND (SSBJ)EMT PVC-40 STL FLEX 4-WIRE WITH LINE-SIDE GROUND (SSBJ)EMT PVC-40 STL FLEX OCP FDR TRADE %TRADE %TRADE %OCP FDR TRADE %TRADE %TRADE % SIZE ID 75-DEG C CONDUCTORS SIZE FILL SIZE FILL SIZE FILL SIZE ID 75-DEG C CONDUCTORS SIZE FILL SIZE FILL SIZE FILL 20 T0.20N 1 SET OF: 4#12, 1#12G 3/4 9.98 3/4 10.47 3/4 9.83 20 T0.20N USE COPPER 25 T0.25N 1 SET OF: 4#10, 1#10G 3/4 15.83 3/4 16.61 3/4 15.60 25 T0.25N USE COPPER 30 T0.30N 1 SET OF: 4#10, 1#10G 3/4 15.83 3/4 16.61 3/4 15.60 30 T0.30N USE COPPER 35 T0.35N 1 SET OF: 4#8, 1#8G 3/4 34.33 3/4 36.02 3/4 33.83 35 T0.35N USE COPPER 40 T0.40N 1 SET OF: 4#8, 1#8G 3/4 34.33 3/4 36.02 3/4 33.83 40 T0.40N USE COPPER 45 T0.45N 1 SET OF: 4#8, 1#8G 3/4 34.33 3/4 36.02 3/4 33.83 45 T0.45N USE COPPER 50 T0.50N 1 SET OF: 4#8, 1#8G 3/4 34.33 3/4 36.02 3/4 33.83 50 T0.50N USE COPPER 60 T0.60N 1 SET OF: 4#6, 1#8G 1 27.71 1 28.77 1 27.45 60 T0.60N USE COPPER 100 1.00N 1 SET OF: 4#3, 1#8G 1 1/4 27.43 1 1/4 28.24 1 1/4 26.85 100 1.00N 1 SET OF: 4#1, 1#8G 1 1/4 38.60 1 1/4 39.74 1 1/4 37.79 110 1.10N 1 SET OF: 4#2, 1#6G 1 1/4 34.35 1 1/4 35.37 1 1/4 33.63 110 1.10N 1 SET OF: 4#1/0, 1#6G 1 1/2 33.73 1 1/2 34.58 1 1/2 34.70 125 1.25N 1 SET OF: 4#1, 1#6G 1 1/2 33.18 1 1/2 34.01 1 1/2 34.13 125 1.25N 1 SET OF: 4#2/0, 1#6G 2 24.44 2 24.93 2 25.28 150 1.50N 1 SET OF: 4#1/0, 1#6G 2 23.62 2 24.09 2 24.43 150 1.50N 1 SET OF: 4#3/0, 1#6G 2 28.81 2 29.37 2 29.79 175 1.75N 1 SET OF: 4#2/0, 1#6G 2 28.95 2 29.52 2 29.94 175 1.75N 1 SET OF: 4#4/0, 1#6G 2 1/2 19.85 2 1/2 24.76 2 1/2 23.83 200 2.00N 1 SET OF: 4#3/0, 1#6G 2 34.39 2 35.07 2 35.56 200 2.00N 1 SET OF: 4#250, 1#6G 2 1/2 24.94 2 1/2 31.11 2 1/2 29.94 225 2.25N 1 SET OF: 4#4/0, 1#4G 2 1/2 23.51 2 1/2 29.33 2 1/2 28.23 225 2.25N 1 SET OF: 4#300, 1#4G 2 1/2 29.20 2 1/2 36.44 2 1/2 35.06 250 2.50N 1 SET OF: 4#250, 1#4G 2 1/2 28.51 2 1/2 35.58 2 1/2 34.03 250 2.50N 1 SET OF: 4#350, 1#4G 3 21.99 3 26.76 3 26.02 300 3.00N 1 SET OF: 4#350, 1#4G 2 1/2 37.20 2 1/2 29.98 2 1/2 29.15 300 3.00N 1 SET OF: 4#500, 1#4G 3 28.75 3 34.99 3 35.97 350 3.50N 1 SET OF: 4#500, 1#2G 4 19.96 4 23.46 4 23.20 350 3.50N 2 SETS OF: 4#4/0, 1#2G 2 1/2 20.96 2 1/2 26.15 2 1/2 25.16 400 4.00N 1 SET OF: 4#600, 1#2G 4 25.09 4 29.49 4 29.17 400 4.00N 2 SETS OF: 4#250, 1#2G 2 1/2 26.05 2 1/2 32.50 2 1/2 31.08 450 4.50N 2 SETS OF: 4#4/0, 1#2G 2 1/2 24.08 2 1/2 30.04 2 1/2 28.73 450 4.50N 2 SETS OF: 4#300, 1#2G 2 1/2 29.77 2 1/2 37.15 2 1/2 35.53 500 5.00N 2 SETS OF: 4#250, 1#2G 2 1/2 29.09 2 1/2 36.29 2 1/2 34.71 500 5.00N 2 SETS OF: 4#350, 1#2G 3 22.36 3 27.22 3 26.46 600 6.00N 2 SETS OF: 4#350, 1#1G 3 25.47 3 31.00 3 30.14 600 6.00N 2 SETS OF: 4#500, 1#1G 3 29.58 3 36.00 3 37.02 700 7.00N 2 SETS OF: 4#500, 1#1/0G 4 24.78 4 29.12 4 28.80 700 7.00N 3 SETS OF: 4#350, 1#1/0G 3 23.15 3 28.18 3 27.40 800 8.00N 2 SETS OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 800 8.00N 3 SETS OF: 4#400, 1#1/0G 3 25.68 3 31.26 3 30.39 1000 10.00N 3 SETS OF: 4#400, 1#2/0G 3 29.02 3 35.33 3 36.32 1000 10.00N 3 SETS OF: 4#600, 1#2/0G 4 22.17 4 26.05 4 25.77 70 T0.70N 1 SET OF: 4#4, 1#8G 1 1/4 24.48 1 1/4 25.20 1 1/4 23.97 70 T0.70N USE COPPER 80 T0.80N 1 SET OF: 4#4, 1#8G 1 1/4 24.48 1 1/4 25.20 1 1/4 23.97 80 T0.80N USE COPPER 90 T0.90N 1 SET OF: 4#3, 1#8G 1 1/4 28.46 1 1/4 29.30 1 1/4 27.87 90 T0.90N USE COPPER 100 T1.00N 1 SET OF: 4#3, 1#8G 1 1/4 28.46 1 1/4 29.30 1 1/4 27.87 100 T1.00N 1 SET OF: 4#1, 1#8G 1 1/2 28.36 1 1/2 29.07 1 1/2 29.18 110 T1.10N 1 SET OF: 4#2, 1#8G 1 1/4 33.41 1 1/4 34.40 1 1/4 32.71 110 T1.10N 1 SET OF: 4#1/0, 1#8G 1 1/2 33.04 1 1/2 33.87 1 1/2 33.99 125 T1.25N 1 SET OF: 4#1, 1#6G 1 1/2 33.18 1 1/2 34.01 1 1/2 34.13 125 T1.25N 1 SET OF: 4#2/0, 1#6G 2 24.44 2 24.93 2 25.28 150 T1.50N 1 SET OF: 4#1/0, 1#6G 2 23.62 2 24.09 2 24.43 150 T1.50N 1 SET OF: 4#3/0, 1#6G 2 28.81 2 29.37 2 29.79 175 T1.75N 1 SET OF: 4#2/0, 1#4G 2 28.95 2 29.52 2 29.94 175 T1.75N 1 SET OF: 4#4/0, 1#4G 2 1/2 20.39 2 1/2 25.44 2 1/2 24.48 200 T2.00N 1 SET OF: 4#3/0, 1#4G 2 34.39 2 35.07 2 35.56 200 T2.00N 1 SET OF: 4#250, 1#4G 2 1/2 25.48 2 1/2 31.79 2 1/2 30.59 225 T2.25N 1 SET OF: 4#4/0, 1#2G 2 1/2 24.08 2 1/2 30.04 2 1/2 28.91 225 T2.25N 1 SET OF: 4#300, 1#2G 2 1/2 29.77 2 1/2 37.15 2 1/2 35.75 250 T2.50N 1 SET OF: 4#250, 1#2G 2 1/2 29.09 2 1/2 36.29 2 1/2 34.92 250 T2.50N 1 SET OF: 4#350, 1#2G 3 22.36 3 27.22 3 26.46 300 T3.00N 1 SET OF: 4#350, 1#2G 3 25.01 3 30.44 3 29.60 300 T3.00N 1 SET OF: 4#500, 1#2G 3 29.12 3 35.45 3 34.46 350 T3.50N 1 SET OF: 4#500, 1#1/0G 4 20.43 4 24.01 4 23.75 350 T3.50N 2 SETS OF: 4#4/0, 1#4G 2 1/2 20.39 2 1/2 25.44 2 1/2 24.48 400 T4.00N 1 SET OF: 4#600, 1#1/0G 4 24.78 4 29.12 4 28.80 400 T4.00N 2 SETS OF: 4#250, 1#4G 2 1/2 25.48 2 1/2 31.79 2 1/2 30.59 450 T4.50N 2 SETS OF: 4#4/0, 1#2G 2 1/2 24.08 2 1/2 30.04 2 1/2 28.91 450 T4.50N 2 SETS OF: 4#300, 1#2G 2 1/2 29.77 2 1/2 37.15 2 1/2 35.75 500 T5.00N 2 SETS OF: 4#250, 1#2G 2 1/2 29.09 2 1/2 36.29 2 1/2 34.92 500 T5.00N 2 SETS OF: 4#350, 1#2G 3 22.36 3 27.22 3 26.46 600 T6.00N 2 SETS OF: 4#350, 1#2G 3 25.01 3 30.44 3 29.60 600 T6.00N 2 SETS OF: 4#500, 1#2G 3 29.12 3 35.45 3 34.46 250 2.50 1 SET OF: 3#250, 1#4G 2 1/2 21.74 2 1/2 27.12 2 1/2 26.10 250 2.50 1 SET OF: 3#350, 1#4G 3 16.72 3 20.35 3 19.79 300 3.00 1 SET OF: 3#350, 1#4G 2 1/2 28.25 2 1/2 35.25 2 1/2 33.92 300 3.00 1 SET OF: 3#500, 1#4G 3 21.79 3 26.52 3 25.79 350 3.50 1 SET OF: 3#500, 1#2G 3 1/2 19.38 3 1/2 22.98 3 1/2 23.00 350 3.50 2 SETS OF: 3#4/0, 1#2G 2 1/2 16.21 2 1/2 20.23 2 1/2 19.47 400 4.00 1 SET OF: 3#600, 1#2G 4 18.43 4 21.66 4 21.42 400 4.00 2 SETS OF: 3#250, 1#2G 2 1/2 20.03 2 1/2 24.99 2 1/2 24.05 450 4.50 2 SETS OF: 3#4/0, 1#2G 2 1/2 18.55 2 1/2 23.15 2 1/2 22.28 450 4.50 2 SETS OF: 3#300, 1#2G 2 1/2 22.83 2 1/2 28.48 2 1/2 27.41 500 5.00 2 SETS OF: 3#250, 1#2G 2 1/2 22.31 2 1/2 27.83 2 1/2 26.78 500 5.00 2 SETS OF: 3#350, 1#2G 3 17.10 3 20.81 3 20.24 600 6.00 2 SETS OF: 3#350, 1#1G 3 19.54 3 23.79 3 23.13 600 6.00 2 SETS OF: 3#500, 1#1G 3 22.63 3 27.54 3 26.78 700 7.00 2 SETS OF: 3#500, 1#1/0G 4 15.64 4 18.38 4 18.18 700 7.00 3 SETS OF: 3#350, 1#1/0G 3 17.89 3 21.77 3 21.17 800 8.00 2 SETS OF: 3#600, 1#1/0G 4 18.90 4 22.21 4 21.97 800 8.00 3 SETS OF: 3#400, 1#1/0G 3 19.79 3 24.08 3 23.42 1000 10.00 3 SETS OF: 3#400, 1#2/0G 3 22.40 3 27.26 3 26.50 1000 10.00 3 SETS OF: 3#600, 1#2/0G 4 17.00 4 19.98 4 19.76 1200 12.00 3 SETS OF: 3#600, 1#3/0G 4 19.46 4 22.87 4 22.62 1200 12.00 4 SETS OF: 3#500, 1#3/0G 4 14.32 4 16.83 4 16.65 1600 16.00 4 SETS OF: 3#600, 1#4/0G 4 19.84 4 23.31 4 23.06 1600 16.00 5 SETS OF: 3#600, 1#4/0G 4 17.69 4 20.79 4 20.56 2000 20.00 5 SETS OF: 3#600, 1#250G 4 20.33 4 23.90 4 23.64 2000 20.00 6 SETS OF: 3#600, 1#250G 4 18.19 4 21.37 4 21.14 2500 25.00 6 SETS OF: 3#600, 1#350G 4 21.20 4 24.91 4 24.64 2500 25.00 8 SETS OF: 3#600, 1#350G 4 19.05 4 22.38 4 22.14 3000 30.00 8 SETS OF: 3#500, 1#400G 4 21.62 4 25.40 4 25.13 3000 30.00 9 SETS OF: 3#600, 1#400G 4 19.47 4 22.88 4 22.63 3500 35.00 9 SETS OF: 3#600, 1#500G 4 22.44 4 26.37 4 26.08 3500 35.00 11 SETS OF: 3#600, 1#500G 4 20.29 4 23.84 4 23.58 4000 40.00 10 SETS OF: 3#600, 1#500G 4 22.44 4 26.37 4 26.08 4000 40.00 12 SETS OF: 3#600, 1#500G 4 20.29 4 23.84 4 23.58 1200 12.00N 3 SETS OF: 4#600, 1#3/0G 4 25.34 4 29.78 4 29.45 1200 12.00N 4 SETS OF: 4#500, 1#3/0G 4 18.18 4 21.37 4 21.14 1600 16.00N 4 SETS OF: 4#600, 1#4/0G 4 25.72 4 30.22 4 29.89 1600 16.00N 5 SETS OF: 4#600, 1#4/0G 4 22.85 4 26.86 4 26.57 2000 20.00N 5 SETS OF: 4#600, 1#250G 4 26.21 4 30.81 4 30.47 2000 20.00N 6 SETS OF: 4#600, 1#250G 4 23.35 4 27.44 4 27.14 2500 25.00N 6 SETS OF: 4#600, 1#350G 4 27.08 4 31.82 4 31.47 2500 25.00N 8 SETS OF: 4#600, 1#350G 4 24.21 4 28.45 4 28.15 3000 30.00N 8 SETS OF: 4#500, 1#400G 4 27.50 4 32.31 4 31.96 3000 30.00N 9 SETS OF: 4#600, 1#400G 4 24.63 4 28.95 4 28.63 3500 35.00N 9 SETS OF: 4#600, 1#500G 4 28.32 4 33.28 4 32.92 3500 35.00N 11 SETS OF: 4#600, 1#500G 4 25.45 4 29.91 4 29.59 4000 40.00N 10 SETS OF: 4#600, 1#500G 4 28.32 4 33.28 4 32.92 4000 40.00N 12 SETS OF: 4#600, 1#500G 4 25.45 4 29.91 4 29.59 5000 50.00N 12 SETS OF: 4#600, 1#700G 4 38.62 4 35.52 4 35.49 5000 50.00N 15 SETS OF: 4#600, 1#700G 4 27.36 4 32.15 4 31.81 6000 60.00N 15 SETS OF: 4#600, 1#800G 4 28.17 4 36.47 4 36.44 6000 60.00N 18 SETS OF: 4#600, 1#800G 4 28.17 4 33.11 4 32.75 3-WIRE WITH LOAD-SIDE GROUND COPPER CONDUCTORS WITH COPPER GROUND BASED ON TBL 250.122 COMPACT ALUMINUM CONDUCTORS WITH COPPER GROUND BASED ON TBL 250.122 3-WIRE WITH LOAD-SIDE GROUND EMT PVC-40 STL FLEX 3-WIRE WITH LOAD-SIDE GROUND EMT PVC-40 STL FLEX OCP FDR TRADE %TRADE %TRADE %OCP FDR TRADE %TRADE %TRADE % SIZE ID 75-DEG C CONDUCTORS SIZE FILL SIZE FILL SIZE FILL SIZE ID 75-DEG C CONDUCTORS SIZE FILL SIZE FILL SIZE FILL 20 0.20 1 SET OF: 3#12, 1#12G 1/2 17.50 1/2 18.67 1/2 16.78 20 0.20 USE COPPER METAIL UNDERGROUND COLD WATER PIPE UFER GROUND MIN. 20' OF #4 REBAR IN DECK SLAB UFER GROUND MIN. 20' OF #4 REBAR IN BUILDING FOUNDATION METAL PARTS WITHIN OR ATTACHED TO THE POOL STRUCTURE #8 BOND WIRE (TYP.) #1/0 #1/0 M G N MSB 1203 WEST RIVERSIDE AVE SPOKANE WA 99201 P:509.838.8240 REVISIONS 20 2 4 N A C I n c C CHECKED DRAWN DATE NAC NO nacarchitecture.com PR E L I M I N A R Y 11/7/2024 4:52:18 PM Autodesk Docs://111-22044 Pasco Aquatic Center /Pasco-Aquatic-Elec-24.rvt 11.8.2024 HDP E6.01 111-22044 PA S C O P U B L I C F A C I L I T I E S D I S T R I C T LO T 3 4 , B R O A D M O O R D I S T R I C T , P A S C O , W A 9 9 3 0 1 JKS DD DE S I G N D E V E L O P M E N T PA S C O A Q U A T I C S F A C I L I T Y ELECTRICAL ONE-LINE DIAGRAM 11.8.2024 Scale: NTS REFERENCING SHT: E0.01 1 ONE-LINE DIAGRAM - FAULT CURRENT TABLE PANEL NAME CALCULATED FAULT CURRENT SCCR RATING DDP 0 35,000 H1 0 22,000 H2 0 22,000 H3 0 22,000 L1 0 10,000 L2 0 10,000 L3 0 10,000 L4 0 10,000 L5 0 10,000 LM1 0 22,000 M 0 35,000 MSB 0 65,000 P 0 35,000 Grand total: 13 Scale: NTS REFERENCING SHT: E0.01 2 POOL GROUNDING & BONDING DETAIL - TRANSFORMER SCHEDULE - TRANSFORME R POWER RATING (KVA)Electrical Data IMPEDANCE CONNECTED LOAD (KVA) CALCULATED LOAD (KVA) UTILIZATION (%)Comments T-DDP 225 480 V/3-0 VA 4.5 0.00 0.00 0 T-L4 75 480 V/3-0 VA 5.07 0.00 0.00 0