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HomeMy WebLinkAboutB13-0552 REV13 (2)APPROVED UNITA - POOL UNIT A GENERAL CONTRACTOR WORK: CONCRETE WORK(CONTINUED): I I . ANY STRUCTURAL OR SOILS ENGINEERING SPA I . ALL SITE WORK SHALL BE THE FULL RESPONSIBILITY OF THE GENERAL CONTRACTOR. 1 . COORDINATE WITH POOL CONTRACTOR AND INSTALL ANY DECK SURFACE DEPTH MARKER 2. ANY CORE DRILLING AND/OR ACCESS THROUGH FOUNDATIONS. BATHERS: 39 INCLUDING SITE PREPARATION AND EXCAVATION, INCLUDING ANY TRENCHING FOR PLUMBING AND TILES/ IMBEDS AND 'NO DIVING'TILES/ IMBEDS, PROVIDED BY POOL CONTRACTOR. CONDUIT RUNS. ALL COSTS RELATED TO SPECIAL SOIL PREPARATION, STABILIZATION, FLASH 3. ANY EXCAVATION. SIZE: 50'-6" x 7'-9" COATS ( IF REQUIRED), BACK FILL AND DRAINAGE AROUND THE POOL/SPA FOR SPECIAL 2. PROVIDED ALL PIPE SLEEVES AND INSTALL SLEEVES IN FORMS FOR OTHERS CONTRACTORS DEPTH: 5'-0" REQUIREMENTS OF THE PNEUMATICALLY APPLIED CONSTRUCTION METHOD SO THAT THE AT THE PROPER LOCATIONS. 4. ANY TRENCHING, INCLUDING SAND BEDDING. E Z STRUCTURAL DESIGN AND CONSTRUCTION RESULTS IN A COMPLETE SYSTEM WITHOUT ANY PERIMETER: 116'-8" 8 ADDITIONAL COST TO THE OWNER. 3. ANY STONE/TILE WORK VENEER WORK OUTSIDE OF POOL SHELL, PER ARCHITECTURAL 5. ANY BACK FILLING. °t' _SURFACE: 393.8 SQ. FT. - 2. ALL BENCHMARKS AND LAYOUT POINTS. CAPACITY: 14,700 GALLONS G. ANY HIGH VOLTAGE WIRING, INCLUDING HIGH VOLTAGE CONDUIT INSTALLATIONS, BONDING o 3. ALL SITE WORK SHALL NOT BE STARTED UNTIL THE GENERAL CONTRACTOR HAS LOCATED ALL ELECTRICAL WORK: (POOL STEEL AND ALL EQUIPMENT) AND INSTALLATION OF ALL NIGH VOLTAGE WIRING TO ALL TURNOVER: 6 HOURS so_ Q EXISTING UNDERGROUND UTILITIES, NOTIFIED THE LOCAL GAS, ELECTRICAL OR OTHER UTILITY POOL/SPA MECHANICAL. (INCLUDING LIGHT CONDUIT, POOL COVER AND J BOXES). m GALLONS PER MINUTE: 40.8 GPM COMPANIES. I . ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL CONNECTIONS, 0 7. ANY BOILER INSTALLATION, ALL BOILER PLUMBING, ANY COPPER PLUMBING, GAS PLUMBING, MAIN DRAINS, SKIMMERS, INLETS � ALL OTHER PVC FITTINGS EQUIPMENT, HOOK-UPS, WIRING AND CONDUIT. ALL WIRING TO CONFORM TO THE VENTING AND CONTROLS EXCEPT FOR POOL/SPA TEMPERATURE CONTROL WhICh WILL ONLY BE A FITTINGS: o 4. IT IS THE FULL RESPONSIBILITY OF THE GENERAL CONTACTOR TO MAINTAIN EXISTING SITE ( (COLOR-BLACK) N WORK CONSTRUCTION AND MAINTAIN EXISTING VEGETATION, PER THE ARCHITECTURAL AND NATIONAL ELECTRICAL CODE AND STATE ELECTRICAL CODES. DRY SWITCH (NO 24V POWER PROVIDED). c Z LANDSCAPE DRAWINGS. BY OTHERS O 2. POOL CONTRACTOR SHALL PROVIDE THE FILTER PUMPS, MOTORS, AUTO-FILL 8. ANY FRESH WATER PLUMBING FOR AUTO-FILL AND NOSE BIB, INCLUDING BACK FLOW LIGHT: LIGHTS WILL HAVE STANDARD STAINLESS STEEL FACE RING 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING FRESH WATER TO FILL THE POOL SOLENOIDS AND PRE-WIRED CONTROL ASSEMBLIES AS CALLED FOR ON PLANS AND OR PREVENTORS. o AND/OR SPAS. REQUIRED BY POOL SYSTEMS EQUIPMENT MANUFACTURER. THE ELECTRICAL POOL WALL SURFACE: PEBBLE TEC (COLOR T.B.D.) Q CONTRACTOR SHALL INSTALL AND WIRE ALL ELECTRICAL EQUIPMENT FURNISHED BY THE 9. ANY MECH. ROOM DRAINS, INCLUDING SEWER DRAIN AND FILTER BACKWASH DRAIN. Lc, Q C. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CLEAN AND SAFE SITE. POOL CONTRACTOR AND SHALL PROVIDE ALL DISCONNECT SWITCHES, EMERGENCY 6" WATER LINE TILE BANK, TILE IS 2" x 2" CERAMIC POOL/SPA TILE $5.00 0 10. ANY MECH. ROOM VENTING, INCLUDING MAKE-UP AIR, COMBUSTION AND EXHAUST WATER EDGE TILE: PER SQUARE FOOT TILE MATERIAL ALLOWANCE (COLOR T.B.D.) co 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR SOILS CONDITIONS AND ANY UNDER DRAINAGE SHUT OFF SWITCHES, PANELS, GROUNDING, CONDUIT AND MOTOR STARTERS OR VENTING. SYSTEMS REQUIRED. POOL AND/OR SPAS SHALL NOT BE LOCATED WHERE GROUND WATER RELAYS IF REQUIRED, AS INDICATED OR REQUIRED BY CODES. - o N- EXISTS, ABOVE BOTTOM OF POOL DURING HIGH WATER TABLE, UNLESS HYDRO STATIC RELIEF I 1 . ANY POOL/SPA COPING. 2" x 2" CERAMIC TILE BAND, CONTRASTING COLOR FROM PLASTER °' VALVES ARE INSTALLED AT THE LOW POINT IN THE POOL, AND ALL PUMPING OR DE-WATERING 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE POOL SHELL GROUNDING PER STEP EDGE * BENCH TILE: COLOR. CERAMIC POOL/SPA TILE $5.00 PER SQUARE FOOT TILE + NECESSARY TO KEEP EXCAVATIONS FREE FROM WATER. POOL CONTRACTOR SHALL BE NOTIFIED N.E.C. ARTICLE 680. 12. ANY BUILDING OR DECK DESIGN, ENGINEERING OR INSTALLATION, INCLUDING ALL EXPANSION MATERIAL ALLOWANCE (COLOR T.B.D.) z IF HYDRO STATIC RELIEF VALVES ARE REQUIRED, PRIOR TO INSTALLATION. SOILS REPORT JOINTS AND DECK DRAINS. - E REQUIREMENTS SHALL BE FOLLOWED. 4. PROVIDE AND INSTALL ALL POWER AND CONTROL WIRING AS INDICATED BY COPING: COPING AND ANY EXTERIOR VENEER BY G.C. .as _ o, 8. ALL BACK FILL WORK PER SOILS AND STRUCTURAL RECOMMENDATIONS. SCHEMATIC DETAIL OF DRAWINGS AND ELECTRICAL COORDINATION TABLE. 13. ANY DECK ANCHOR INSTALLATION FOR HANDRAILS - COORDINATE WITH POOL C ALL DECKING, EXPANSION JOINTS DECK GUTTERS T.B.D. FURNISHED CONTRACTOR. DECKING: AND INSTALLED BY G.C. z 9. ANY OVER EXCAVATION AND PLACEMENT OF STONE OR COMPACTED ENGINEERED FILL 5. ALL ELECTRICAL DISCONNECTS, SWITCHES, MAGNETIC STARTER, STOP-START o REQUIRED ELSEWHERE BY THE DOCUMENTS FOR BUILDING STRUCTURES AND COMPONENTS, STATIONS, RECEPTACLES AND RELAYS SHALL BE SPECIFIED BY CSI- DIVISION 16 WORK, 14. COORDINATE ANY POOL/SPA SKIMMER EXTENSION COLLAR INSTALLATION WITH POOL rn SHALL ALSO APPLY TO THE POOL AND SPAS AND BURIED PIPING. WISHA/OSHA REGULATIONS AND COORDINATED WITH THE POOL CONTRACTORS WORK. FURNISH AND INSTALL ALL CONTRACTOR PRIOR TO DECK INSTALLATION. 6 SPECIFICATIONS "' SHOULD BE ADHERED TO. CONDUIT, WIRING FOR DISCONNECTS, MAGNETIC STARTERS, STOP-START STATIONS, in 15. ANY WINTER TENTING AND HEATING - IF AMBIENT AIR TEMPERATURE IS BELOW CO°F. RELAYS AND CONTROLS AS REQUIRED AND INCLUDING THE FOLLOWING PUMP MOTORS, xi D 10. PROVIDE THAT ALL SOILS ENGINEERING RECOMMENDATIONS HAVE BEEN EXECUTED. rn GENERAL CONTRACTOR IS TO PROVIDE COMPACTED STRUCTURAL FILL, WITH CLEAN GRAVEL AS ETC.... 16. ANY UP-CHARGES ON TILE OVER $5.00/SQ. FT. TILE ALLOWANCE. 0 REQUIRED BY SOILS REPORT. G. FURNISH AND INSTALL ALL OUTLETS AND SERVICE NEEDED FOR THE CHEMICAL O < rn m 17. COLORADO POOLSCAPES OR ANY OF ITS REPRESENTATIVES SHALL NOT BE HELD LIABLE OR 0 a o I I . PROVIDE THAT ALL STRUCTURAL ENGINEERING RECOMMENDATIONS HAVE BEEN EXECUTED. PEED AREA EXHAUST FANS, CHLORINE AND CHEMICAL FEED PUMPS, AUTOMATIC WATER RESPONSIBLE FOR ANY LIFE SAFETY ISSUES REGARDING THE OPERATION OF THE POOL AND/OR Q CO `° LEVEL CONTROLS AND SOLENOID VALVE, WATER CHEMICAL ANALYZER EQUIPMENT SPA OR POOL FACILITIES. + w O 12. PROVIDE AND INSTALL ANY WATERPROOFING SYSTEMS OUTSIDE OF POOL STRUCTURE IN (INCLUDING TELEPHONE TERMINALS BY CODE) AND RELATED CONTROLLED PUMPS, Ce w U + REGARDS TO STRUCTURAL SLAB PENETRATIONS AND OR ARCHITECTURAL BUILDING FLOW SWITCHES, AS WELL AS ADEQUATE LIGHTING IN THE MECHANICAL/ POOL 18. LOCATION OR REQUIREMENTS OF REQUIRED FENCING FOR POOL AND/OR SPA AREA. 0 J a a, PENETRATIONS. EQUIPMENT AND RELATED SPACES IN ACCORDANCE WITH THE SPECIFICATIONS AND AS J O Q .E Z SHOWN ON THE DRAWINGS. INTERLOCK ALL CHEMICAL FEED EQUIPMENT AS SHOWN 19. DIVING BOARDS ARE NOT PERMITTED ON THIS POOL/SPA. O 0 0 Q 13. PROVIDE AND INSTALL ALL CHLORINE RESISTANT SEALANT AND EXPANSION JOINTS OUTSIDE ON THE ELECTRICAL CONTROL SCHEMATIC. U Cl) THE POOL STRUCTURE WITHIN AREAS OF POOLS/SPAS OR DECK, INCLUDING BACKER RODS, 20. OWNER TO PROVIDE REQUIRED CARBON MONOXIDE DETECTORS. CD PRIMERS AND ACCESSORIES REQUIRED. 0 7. ELECTRICAL AND BONDING CONNECTIONS FOR THE STEEL CAGE OF POOLS, ANY C.;73 14. PROTECT ALL TILE SURFACES AND/OR FINISHES FROM CONCRETE OR PAINT SPLASH OR HANDRAILS, ALL EQUIPMENT, INCLUDING LIGhTS (NEED CONDUIT RUN FROM POOL 1 - DAMAGE UNTIL ACCEPTED BY OWNER. LIGHT TO DECK BOX AND THEN TO EQUIPMENT ROOM) AND ALL NECESSARY OUTLETS FOR EQUIPMENT. EXCLUSIONS fROf�/ POOL CONTACTOR 15. IF SAFETY FENCING IS REQUIRED, THE GENERAL CONTACTOR SHALL BE RESPONSIBLE FOR 0 THE REQUIREMENTS, LOCATION AND CONSTRUCTION. IF HANDRAILS OR HANDICAP RAMPS OR 8. INSTALLATION OF ANY POOL OR SPA LIGHTS WITH GROUNDING WIRES. POOL LIFTS ARE REQUIRED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF DECKD LU CONTRACTOR WILL SUPPLY POOL/ SPA LIGHTS. , � C�_`� o ANCHORS WITH BONDING, AS REQUIRED. / YX >C COPING CD FILTERS 9. ALL LIGHT RUNS NEED TO GO FROM SHELL LIGHT NICHE TO DECK BOX LOCATED J 2 16. ALL STATE AND LOCAL DEPARTMENT OF PUBLIC HEALTH CONSTRUCTION PERMITTING. 2 0 AT LEAST 18" ABOVE WATER LEVEL. THEN FROM THE DECK BOX TO THE CONTROL BOX. • •• . CONCRETE i HEAT EXCHANGER 17. ALL STATE AND LOCAL BUILDING DEPARTMENT CONSTRUCTION PERMITTING. 10. ALL CONDUIT RUNS FOR HIGH VOLTAGE, INCLUDING CONDUIT FROM POOL LIGHT 0 18. IT IS THE FULL RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAINTAIN ALL NECESSARY NICHE TO DECK BOX JUNCTION TO EQUIPMENT ROOM. ''\\'\\'\\'\\' BARRICADES, SIGNS, LIGHTS, FLARES AND SAFETY EQUIPMENT AS REQUIRED TO PROTECT I I . ANY QUESTIONS OR DISCREPANCIES SHALL BE VERIFIED PRIOR TO THE START OF ANY //�/���� EARTHCND CIRCULATION PUMP r 1 WORKERS AND THE PUBLIC. CONSTRUCTION. I I . ALL GROUNDING AND BONDING OF ALL NECESSARY WATER FEATURES OR ITEMS IN OR NEAR ALL WATER FEATURES, PER LOCAL AND NATIONAL ELECTRICAL CODES. 19. PROVIDE AND MAINTAIN PROPER SHORING AND BRACING FOR EXISTING UTILITIES, SEWERS, 2. POOL CONFIGURATION SHALL MEET PUBLISHED STANDARDS OF THE COLORADOA STRUCTURE 0li WATER INLET JBUILDING FOUNDATIONS, OR ANY BUILDING COMPONENTS. DEPARTMENT OF HEALTH AND SWIMMING POOL REGULATIONS. Ill 12. NO OUTLETS LOCATED WITHIN I 0 FEET OF POOL. ALL OTHER OUTLETS SHALL BE 20. PROVIDE MECHANICAL/ POOL EQUIPMENT ROOM WITH NECESSARY PUMP HOUSEKEEPING G.F.I. PROTECTED AS REQUIRED, REFER TO ARCHITECTURAL DRAWINGS FOR 3. GENERAL CONTRACTOR SHALL COORDINATE ALL ELEMENTS WITH ALL OTHER TRADES. . w_ U PADS AND METAL EQUIPMENT RACKS AS REQUIRED. LOCATIONS AND SPECIFICATIONS. TILE LIO11il VALVE > 4. SEE CIVIL DRAWINGS FOR SITE UTILITIES AND SUBSURFACE DRAINAGE. STRUCTURAL NOTES: 13. PROVIDE ASSISTANCE TO POOL CONTRACTOR AT TIME OF START UP. S al I O� O" O IJ_! 5. DECK SHALL BE NON SLIP FINISH, SLOPE DECK AWAY FROM POOL TO AREA DRAINS. ip.-� GRAVEL VIA SOLENOID VALVE I I . STRUCTURAL ENGINEER SMALL PROVIDE ALL BUILDING AND SITE STRUCTURAL Q IMPROVEMENTS REQUIRED FOR POOL AND SPA CONSTRUCTION. G. ALL JUNCTIONS BETWEEN SWIMMING POOL WALLS AND THE SWIMMING POOL FLOOR Q 2. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1000 PSF. CONCRETE SHALL BE PLACED SHALL BE COVED. �,� MECHANICAL/PLUMBING WORK: I I SKIMMER �1/�� PEOPLE U \J AGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90 % COMPACT FILL. THIS `•� Q I-- 7. ALL WATER INLETS SHALL BE A MINIMUM OF 15' INTERVALS. PLAN IS NOT SUITABLE WHERE POTENTIAL EXISTS FOR DIFFERENTIAL MOVEMENT FROM I . PROVIDE FOR FRESH AIR VENTING/AIR HANDLING (AND HEATING OR COOLING AS REQUIRED) W 0 W DISSIMILAR SOIL CONDITIONS UNDER POOL, SUCH AS CUT-FILL TRANSITIONS. IN MECHANICAL ROOMS, POOL/SPA EQUIPMENT ROOMS, CHEMICAL STORAGE $ INDOOR POOL/ OA ❑A AUTO FILL LINE OF WATER ,., / n/ lil SPA FACILITIES. 8. EMERGENCY SHUTOFF SHALL BE LOCATED IN CLOSE PROXIMITY AND VISIBLE FROM J `/ ! V 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS AND CONFORM TO ASTM A6 15 POOL/SPA. /F) SPLICES TO BE LAPPED 22" MIN; MIN. CLEARANCE BETWEEN PARALLEL BARS IS 21/2". REFER TO 2. NEAT EXCHANGERS NEED SPECIFIC Btu REQUIREMENTS PROVIDED THROUGH HOUSE BOILER C i ,', v J DRAWINGS FOR SIZES AND SPACING. SYSTEM W/ZONE VALVE REQUIRED. PROVIDE 24V, ALL BOILER CONTROL WIRING FROM CONTROL 9. ALL POOUSPA DRAINS/SUCTIONS SHALL CONFORM TO VGB/ASTM CODES. N.L.-_o_ ® E LIGHTS o E=rig 0 HYDROTHERAPY JETS z W THERMOSTAT (DRY SWITCH) TO BOILER CONTROLS. 4. GROUNDING PER N.E.C./C.E.0 OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 3. PROVIDE AND INSTALL BOILER SYSTEMS. MECHANICAL CONTRACTOR SHALL o DRAINS HANDRAIL 1- INSTALL ALL GAS PIPING AND VENTING, INCLUDING EXHAUST, COMBUSTION AND MAKEUP AIR /� PLAN NOTES =`w cl 5. SNOT CRETE (GUNITE) TO BE IN CONFORMANCE WITH UBC/IBC SECTION 1914 AND SHALL VENTING. GAS HEATERS NEED SPECIFIC GAS AND VENTING REQUIREMENTS AND WILL NEED TO BE 4 > oz HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND CONSIST OF I PART INSTALLED PER MANUFACTURER REQUIREMENTS. PORTLAND CEMENT TO 41/2 PARTS SAND * 3 GALLONS OF WATER PER SACK OF CEMENT. W 4. PROVIDE AND INSTALL NEATER VENTING, AND COMBUSTION AIR, IF NECESSARY. W C. CEMENT SHALL CONFORM TO UBC/ IBC STD 19-1 , ASTM 150.6. p 1 / n /Q 5. ALL GAS PIPING, IF NECESSARY. • D RA U V I N G SYN V VOLS 7. USE ITPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2 % SULFATE CONTENT AND AS 1 1 W DIRECTED BY LOCAL BUILDING CODES. C. PLUMBING CONTRACTOR SHALL PROVIDE FRESH WATER CONNECTION TO POOL, AND 1 1 WASTE WATER CONNECTION FROM FILTER, INCLUDING BACK FLOW PREVENTER(SUPPLIED TO POOL N I 8. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. MECHANICAL ROOM WITH THREADED ADAPTER FOR POOL CONTRACTOR TO HOOKUP TO POOL ' v PLUMBING) AS SPECIFIED AND SHOWN ON DRAWINGS. ARCH ARCHITECT CO ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF PLASTER ASTM AMERICAN STANDARD TESTING AND MATERIALS \, J FINISH. 7. FLOOR DRAINS: AT LEAST ONE TO SANITARY SEWER FOR ANY MOISTURE FROM EQUIPMENT BTU BRITISH THERMAL UNITS UJ AND MAINTENANCE IF A SAND FILTER IS USED A DRAIN TO SANITARY SEWER FOR BACK WASHING BTUH BRITISH THERMAL UNITS PER HOUR 1- (TO HANDLE 140 GPM BY GRAVITY). FURNISH AND INSTALL THE FILTER BACKWASH FLOOR SINKS ELEC ELECTRICAL U z Lu CONCRETE WORK: AND/OR STANDPIPES AND LINE BEYOND AIR-GAP TO WASTE. EC ELECTRICAL CONTRACTOR FT I I . ALL SITE CONCRETE WORK SHALL BE THE FULL RESPONSIBILITY OF THE CONCRETE 8. FURNISH AND INSTALL NOSE BIBS IN MECHANICAL/POOL EQUIPMENT ROOMS AND IN DECK FOOT a CONTRACTOR. AREAS AS SHOWN IN DRAWINGS, OR AS REQUIRED. GC GENERAL CONTRACTOR 1 GFI GROUND FAULT INTERRUPTER SHEET SHEET TITLE PROJECT NO. 2. PROVIDE ALL BLOCK OUTS AS REQUIRED. 9. FURNISH AND INSTALL ALL'DECK DRAINS'TO WASTE AS REQUIRED BY CODE. PROVIDE FOR GEC' GROUND FAULT CIRCUIT INTERRUPTER NUMBER ADDITIONAL DECK DRAINAGE AS SHOWN ON ARCHITECTURAL AND LANDSCAPING DRAWINGS. GPM GALLONS PER MINUTE 3. PROVIDE ALL EQUIPMENT HOUSEKEEPING PADS AS SHOWN ON DRAWINGS, COORDINATE HP HORSEPOWER WITH MECHANICAL/ PLUMBING FOR REQUIRED DRAINS AND SLOPES. 10. EYE WASH OR EMERGENCY SHOWER STATION SHALL BE THE RESPONSIBILITY OF THE IBC INTERNATIONAL BUILDING CODE PLO. I SPECIFICATIONS $ GENERAL NOTES DATE I ISSUE MECHANICAL CONTRACTOR. THEY SHALL BE INSTALLED PER OSHA AND ANSI REQUIREMENTS. MECH MECHANICAL 4. IF CHEMICAL ROOMS ARE REQUIRED, PROVIDE 4" H. CURB CONTINUOUS AT BASE OF MIN MINIMUM PL I .0 SITE PLAN 8-I-14 DD ROOMS (UNDER DOORS AND WALLS). I I . FURNISH AND INSTALL RPZ BACK FLOW PREVENTER AND ISOLATION VALVES FOR DOMESTIC MC MECHANICAL CONTRACTOR FRESH WATER SUPPLY. PL I I . I POOL PLAN 9-8-14 DD 5. PROVIDE ALL STRUCTURAL CONCRETE WORK OUTSIDE OF POOL SHELL PER STRUCTURAL NEC NATIONAL ELECTRICAL CODE - ENGINEER. 12. FURNISH AND INSTALL FRESH WATER AND WASTE WATER PLUMBING TO MECHANICAL/ POOL OSHA OCCUPATIONAL SAFETY HAZARD ASSOCIATION I 10-30-14 DD EQUIPMENT ROOM. PC POOL CONTRACTOR PL I .2 POOL SECTIONS • -18-14 REV C. PROVIDE ALL NON STRUCTURAL CONCRETE WORK OUTSIDE OF POOL SHELL, PER I I ARCHITECTURAL/ LANDSCAPE DRAWINGS. 13. ASSIST POOL CONTRACTOR AT TIME OF START UP. PSF POUNDS PER SQUARE FOOT FL2. I EQUIPMENT LAYOUT, EQUIPMENT SCHEDULE $ COORDINATION SCHEDULE PSI POUNDS PER SQUARE INCH 2-3-16 CD 7. ALL DECK AND COPING WORK(MAY BE COVERED UNDER MASONRY SUB CONTRACTOR.) REQ REQUIRED?SQ FT SQUARE FEET FL2.2 EQUIPMENT SCHEDULE $ COORDINATION SCHEDULE 4-1 1-16 CD TBD TO BE DETERMINED . 8. INSTALL ALL ANCHORS, SOCKETS, INSERTS AND HANDRAIL/GRAB BAR GOODS THAT ARE LANDSCAPING WORK: TDH TOTAL DYNAMIC HEAD /2\ 5-16-16 REV • NOT LOCATED WITHIN THE POOL SHELLS, PROVIDED AND COORDINATED WITH POOL TYP TYPICAL PL2.3 PLUMBING SCHEMATIC 10-5-1 C REV CONTRACTOR. I . ALL LANDSCAPING WORK SHALL BE THE FULL RESPONSIBILITY OF THE GENERAL UBC UNIFORM BUILDING CODE CONTRACTOR. V VOLT PL2.4 PIPING AND CONDUIT SCHEMATIC W WATT F'L3. I POOL SCHEMATIC REBAR LAYOUT PLAN AND SECTIONS 0 COORDINATION NOTES 0 COORDINATION NOTES (CONTINUED) 0 AbbREVIATIONS g SKEET INDEX PLO . I W ca 1 U m QO 1 SPEAKER J-BOX, Q BY E.C. LIGHT J BOX, BY E.C. LOW VOLTAGE AUTO FILL J BOX, E Z BY E.C. 8 ai e m — 0 O O Q o LL O r O N 07) IJ J J 0 0 � �- -�- - �'� ` Cy 0 o N. dohs .-Ps — ci y N-- .410 1_ coE 1%**4‘ 0 44 _02 • _ _ _ 0 0 0 •-00_10 _ **A _____ �� 11--1 u-5 -J O Oa m W 0CO.. co- n o _ ° ' W o POOL EQUIPMENT U p _SEE SKEETPL2 . l W0- OaU ' Z o W Vs LCo � UL — 1.11 \/\ 111 n — P 1-- (I -so cf, c, o la0 :0,- U O ,...,k,,4i„ 0 z � M U L1J = M 11J J z > 8011 VERIFY IN FIELD / _ Li WI / I. (S) Q -.4.......(-;?...'-----.....- I I 11 I 0 Z • — LL�J Q /I\ ` AUTO COVER KEY SWITCH, MUST BE AUTO COVER A MINIMUM 5'-0" FROM WATER EDGE DRAIN, BY G.C. WITH AN UNOBSTRUCTED VIEW OF W THE ENTIRE POOL, LOCATION TO BE Q [--- J DETERMINED (TED) /� Q 4 / \ �II 4 a —I N (! LODA TE: ^ / '' VE —ECK/AREADRAINS, BY G.C. -I II I 4 8 -�: I - a — V u--> > ►/ A o i�-♦��-��♦- ♦- 7Y-��♦->-�♦♦.♦♦♦♦♦-♦-♦i-♦-♦♦-♦"♦ -��♦- ♦7. -�����♦- ♦-♦7�-��♦- ♦-V♦♦-♦7`Y♦-♦-♦-.1-<'♦77-♦��- ♦-1- ♦-♦7�-♦♦ ♦♦♦♦♦♦♦♦♦♦-♦-♦-♦-♦7-♦-♦7-♦-♦-.♦- <'Y►-♦-�E%1-��♦- ♦-♦-♦ -��♦-♦-♦-♦-♦7-♦7�-♦-♦-♦-♦7-♦-.♦- ♦-♦-♦-♦-♦-♦-♦-<♦-♦-♦♦-♦-♦- ►'♦-♦-♦7-♦-��♦-�0-♦7�-♦��-��♦- ♦-♦7�-♦-♦-♦-♦♦►-♦♦ ►♦♦♦<♦♦♦♦♦♦7�7 ♦-♦-♦-♦77-�����♦- ♦-♦7-♦-♦J-♦-♦- ♦-�♦♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦-♦♦ ♦♦f♦♦♦♦♦♦♦♦<♦♦♦♦♦♦♦♦♦♦-♦79- -♦-♦-♦-♦7-♦- ♦ ♦--♦-♦-♦-♦7-♦-♦-♦-.'♦-<♦-F♦-♦7-♦-♦-♦'♦- ♦-♦7�-♦��-��♦- ♦-♦7�-��♦-♦- ♦-♦-♦-♦7-♦-♦1-♦-�♦� II a w ♦♦ A A ♦ 1 w a ♦ w e • 1 • • 6 ♦• a c o ♦ •e I, A •• •• I • A n A• • • • • / 1 – A w M • • • • ona i • W til VERIFY IN FIELD a — — '♦♦• <♦.♦. ISI 4 ♦.♦<,.♦.♦. POOL COPING, POOL DECKING •; 57-8" VERIFY / E Z 0 A 53'-42' /� 8 6" I' 22' '- AUTO FILL SENSOR BOX 2' 10"22 AUTO COVER oo Q DRAIN, BY G.C. i."1---" WALL ABOVE REFER TO ARCHITECTS o COVER MOTOR ° ° ° DRAWINGS 2 3 8 WATER RETURNS, o el CN ° PL I .2 PL I .2 REFER TO EQUIPMENT E Z �; Z SCHEDULE o Q z U y - ` `° it c N 41-3 - —IN • 4 ° ° ° Q VERIFY lCD ° a d ° °d A d a a ° d a 4 ° ° ° n G d ° a ° ° 4 ° d ° a e d] Q VLI\II I ° a d d • O a° d d° ° ° ' a ° �. a ° ° 4 sss((vvv������� e ° °° ° 4 d 4 ° a° 4 ° ° e n a a ° d/ � ° a ° a d ° ° d 4 < ° °\f,:: ° Ln / ° ° ° a ° d ° a ° e • °d ° • ° a e ° ° S • ° ° a ° • ° e ° ,:. ° ° e a ° a - d ° ° a < a o° d—" m� ° ° W ° d ° ° e ° d • ° a d • e • ° e d d ° ° d ° aI ° a ° ° •d a d I`REFER TO _ _ °ARCHITECTURAL . I '-Q"° / e o DRAWINGS FOR >:,) d . °\„ Aliff-0"d ��Q6' O" 6' O" 6' O" 6' O" 6' O" 6' O" 6' I O" ° °' LOCATION OF WALL ,` 4a CO - .R '0* 1' 6" <11:11> z 3_1 CO 41 ° POOL SKIMMERS, REFER TO FOOL LIGHTS, REFER TO EQUIPMENT POOL SPEAKERS, REFER TO C — � •<<% EQUIPMENT SCHEDULE, MUST BE SCHEDULE, MUST BE MINIMUM OF EQUIPMENT SCHEDULE, ALIGN WITH POOL WALL TO ALIGN ° ° .0 • ACCESSIBLE FOR CLEAN-OUT 18" BELOW WATER LEVEL LIGHTS — zo WITH WALL ABOVE, ° ,\ d �K ° o VERIFY IN FIELD ° d - - 3' 6" DEEP MAIN SUCTION DRAIN VGB APPROVED, 6' O" DEEP AUTO COVER, REFER TO ° ° / SLOPE REFER TO EQUIPMENT SCHEDULE °d M EQUIPMENT SCHEDULE • e 1 > CTI 49'-92" o • C/ c° ° 2 ,� L _1e, PLI .2 Oma + z ° J0 < -E =IN O Z ea ° a ° ° as ° ° • ° ° ° ° e •e° ° ° ° • e ° _ ° 4 • a`• -e e U CO 0 4 a - 4 ° 4 a a '4 4 4'- d 4 ° 4. a 4 a ° a 4 a ° • ° d ° °o d ° ° d ° • d ° • ° 4 • d e ad° C CD° ° d 4 4 ° d 4 •°d ° ° d ° a °° 4 ° 4 4 4 1 9 4 ° 4 a ° 4 4 ° a ° ° A ° e • • d 4 e• • 4 4 A \ a _ \ o 1 0 U 0 Lr> O SWIMMING FOOL ELAN O 11 U SCALE: 1/2'= I '-O"0 W U z �< lU 0o n < lL► O p/ N cn z Q Q Q a_ oz —I W lU > Q LL1 W N n CO LO w 1- z PROJECT NO. DATE ISSUE 8-1 -14 DD 9-8-14 DD A10-30-14 DD I 1-18-14 REV 2-3-I C CD 4-I 1-16 CD 2 5-16-16 REV 10-5-16 REV G.C. NOTE: G.C. TO PROVIDE ADEQUATE DRAINAGE AROUND POOL/ SPA TO SUMP PUMP/DAYLIGHT, AS REQUIRED BY I.B.C. SECTION R405. I . INCLUDING VAULT DRAINS, PERIMETER PERFORATED PIPING, NEEDED WATERPROOFING AND DAMP- PROOFING. INOTES: I . I I . POOL * SPA COVERS COMPLIES WITH IRC AGI 05.5 AND ASTM F- 1346 AND HAS AN R-VALUE OF R- 12 OR F) L BETTER TO MEET THE 2009 IECC SECTION 403.9.3 CODE. WALL ABOVE, REFER TO ARCHITECTURAL DRAWINGS ALLOW 3" CLEAR ABOVE WATER LEVEL POOL WATER LINE TILE, REFER TO SPECIFICATIONS AUTO COVER REFER TO FRONT FACING SKIMMERS, REFER TO EQUIPMENT SCHEDULE EQUIPMENT SCHEDULE POOL COPING, POOL DECKING COPING/DECK — 49'-9 2" AND EXPANSION JOINTS BY G.C. \ d X111 •E., _ si ,Fiiii� \1 Mr 1 \ \ 0 N _ R -IN . O Z —I N N III \IN n 0 0 v POOL LIGHTS, REFER TO EQUIPMENT WATER RETURNS, N ® ° ° =1N ~ U SCHEDULE, 2'-6" BELOW TOP OF REFER TO EQUIPMENT N a o z �' 2 -' u_ SCHEDULE p , , �0 : COPING a \ \ (o .'i�i�i N ��i�i�i _ ••V*::::::•• *__ .0 , - ,/ —IN 4" CORE/SLEEVE //r4. ° // p S ° °* -� POOL SPEAKERS, REFER TO EQUIPMENT / I 6 /6 ° —1N Do Q 5" CORE/SLEEVE SCHEDULE, ALIGN WITH LIGHTS ° m v v °° MAIN SUCTION DRAIN VGB i- o I.POOL WALL TO ALIGN WITH WALL ° cN ° a ° APPROVED, REFER TO o a a ° ° a ° ° v d° a ABOVE, VER FY IN FIELD ° a p a v ° a ° ° ° ° ° •v a ° EQUIPMENT SCHEDULE �1,1 ��,v,��, a d ° a ° a -,p v a D O 4' I In 6' I I III ♦����� ° v a °° ° v O 2 4 I. ��� a ° a ° ��� . lr� a °a v ° vp a Q Q VERIFY DIMENSIONS IN FIELD ,�i,� ���•�_���� v ° ° p °iii. a a ■• �;�:nm- a ° ° o c� STRUCTURAL FOAM UNDER /L\ m �!4 j - a ° v i i i ■ ° ° POOL, BY G.C. N ��. - -.- �� .-"1"4-' 11111111111111111111111111111111111.-v° v ° =II�� Ire a °° a , v °° 2 v ° v a ° � �� _ \ o / :�/ v re, r 2' 8 .. IO' 04 20' O" I I' 28" •_ B 4rn f 1 0" — \ — — — - iA z 2 E ca Q o) c 0 o J rn Ln N. illSECTIONh.cois-5 n SCALE: I/2"= I'-0" O CO / � ♦ O COPING/DECK — 491-9 / O O U z -IN ^ V 0_ CO 8 67 CD IMAM SMI, ' I ° ° CD O LN — V • IN 11 a Z JQ O 1 N NN \ O OU v ti o V) N ° ° [ a = 1- 6:-. ° v - = • �i�i�i�i� .:+v-i�i Oi:i:i:i�i 0 //� t 4" CORE/SLEEVE °a ° v a ° v ° `r o � ° M C ° a ° m <o ,f ILG" n ° —IN 5" CORE/SLEEVE ° „ _ _ $ a = a v ° a V ° v ° a O ° ° ° a a p a a I V. a v ° v ° a v° ° a a v p a p al a a ° ° ° a v ° ° ° ° v ° a ° a ° ° ° V ° ° • a p a v ° a ° a ° v a ° VERIFY DIMENSIONS IN FIELD - • �� �� a °v ° ° ° ° a p a E ms=rim- a ° ° C 1/ Q ♦� . _ °p ° mi11m�-0 a °° -, v ° Z CO ��-��� v ° v a v I I I 2'-$." I 0' 04" 20'-0" 5,, 0' O" I I '-28" ''- a' • '( IO" i 2 c) V J Ill O z @SCT( ON n POOL LIGHTS, REFER TO 4W > EQUIPMENT SCHEDULE, 2'-6" 4 / BELOW TOP OF COPING \ .. - PL I .2 PL I .2 W W o o N m / ‘, A .. A .. A r 1„it r it,•�il_,.J.J.J...J. 1 a A J. A A .1 �:- / 11.— CO / Mi d 4: ••I•t•I•IA, ••-•-•i�•� = /, I O" N e POOL INLETS, REFER a / O i RS, REFER TO EQUIPMENT UW w • • T SCHEDULE, SCHEDULE A - O \� LIGHTS m Od Q , II U — / a . • D PROJECT NO. A ecZ d \44. —IN 8 a a . e d e - a I O„ _ e a ° a A e a d e d e e ° e e ° _ e a DATE ISSUE ° 4 2d 2 d d e d 9 LLl � i � 9-8-1 4 DD d 4 mlv A I 0-30-14 DD — d a r • e I I 18 14 REV de e e // e e 2-3-16 CD a e ., e 4-11-16 CD / 94 / L \ 5-I6 16 REV ENCAPSULATION COVER \/7 10 5 1 6 REV/ /// / / / COVER GUIDE —I* i 011-C, LOCKING SPACER 3" SECTION SECTION COVED TRACK L I . 2 SCALE: I/2"= I'-0' SCALE: I/2"= I O" SCALE: 6"= I'-0" FLOOR AREA DRAINS AND FILTER BACKWASH DRAINS/FLOOR SINKS BY M.C. CARTRIDGE W/ BACKWASH VALVE SPA NEAT EXCHANGER WALL MOUNTED CARTRIDGE W/ BACKWASH VALVE CALL r1 - o POOL CHLORINE GENERATOR OUT POOL EQUIPMENT MAKE $ MODEL OR DESCRIPTION CHEMICAL FEEDER •,.„...10 o ,�POOL OZONE GENERATOR 0 0 0 ® s o - 95 GPM CIRCULATION RATE POOL RETURN LINE 4`"v SPA JET 0 U POOL AUTO-FILL CONTROL SYSTEM 4Pa1014 ' PUMP 6 HRS TURN OVER PERIOD POOL AUTO-FILL SENSOR CONDUIT E Z O� SPA POOL SPA F-1 1 CARTRIDGE FILTER PENTAIR, CCP - 320 WITH BACKWASH VALVE ° a`-As CIRC FILTER FILTER N ffi •���� 0% PUMP • POOL LIGHT CONDUIT FROM - N/A BACKWASH FLOW RATE �CHEMICAL FEEDER ' Q`tflOo‘ DECK BOX BY E.C. _ _ NEATER REQUIREMENTS 23,760 STUN (SUMMER), 67,520 STUN (WINTER) oa POOL RETURN LINE ' Q POOL HYDREL 4800 SQUARE LED, WHITE, MEDIUM FLOOD, POOL LUMINAIR W/ S/S �� ° �/ POOL CONTROL SYSTEM (OPTION) ��� CIRC a - 4 UNDERWATER LIGHTS NICHE, HOUSING AND FACE PLATE , W/ GFCI NEEDED, CORD LENGTH AS REQUIRED 2o aille0 A�` 'PUMP — MAX 100'. 4" CONDUIT AT 45% _ ° ~ 0 D,`� �� AQUASONIC DILUVIO UNDERWATER SPEAKERS WITH DILUVIO SCREEN MEETS NEC ' 3 UNDERWATER SPEAKERS NEPA 70 MUST BE IN BONDED STAINLESS STEEL NICHE, 100' CORD LENGTH m Z POOL HEAT EXCHANGER WALL • ' 0 MOUNTED H-1 I NEAT EXCHANGER NEAT EXCHANGER- M.C. U — ° 13 POOL SKIMMER WATERWAY, FRONT ACCESS, MODEL 25-1555 (COLOR COLOR T.B.D.) a 5 WATER INLETS PENTAIR, INSIDER DIRECTIONAL INLETS, lye" (COLOR T.B.D.) < 0 MAIN DRAIN SUCTION COVER GRATE AQUASTAR 32" CHANNEL DRAIN FLAT GRATE ANTI-ENTRAPMENT SUCTION OUTLET 2 2 AND THREE PORT SUMP BUCKET COVER AND ABS THREE-PORT MANUFACTURED SUMP-VGB APPROVED 0 - I SANITATION TYPE CHLORINE EROSION FEED 0) I PH CONTROL TYPE MANUAL HAND FEED 7 N SPA CHLORINE GENERATOR z , INTERLLI-FLO VP, VARIABLE HP S,_ ,_,77— �SPA OZONE GENERATOR g D v 3 SPA AUTO-FILL CONTROL SYSTEM - 2 PRESSURE GAUGES - 0) SPA AUTO-FILL SENSOR CONDUIT - FLOW METERS z 0 J 2 THERMOMETERS 67 �" SPA LIGHT CONDUIT FROM DECK BOX BY E.C. ACI I _._AUTOMATIC COVER - COVER STAR CS-1 800 AUTOMATIC COVER- COLOR T.B.D. PENTAIR INTELLI-TOUCH 110+3d CONTROL SYSTEM W/TEMP CONTROL, SPA SIDE co I-SHARED I-SHARED POOL $ SPA CONTROLLER CONTROL PANEL, IN-HOUSE MASTER CONTROL PANEL AND NOME AUTOMATION v AND/OR MOBILE APP INTERFACE a' WATERWAY CHLORINATOR IN-LINE 12 TABLET EROSION FEEDER- 2" SOCKET; WITH 0 < rn CO ELECTRICAL SUB CFI I CHEMICAL FEEDER CHLORINATOR IN-LINE CHLORINATOR MOUNTING BRACKET 0 I PANEL NEEDS TO BE < CO LOCATED PER D AF-1 I AUTO FILL CONTROLLER SYSTEM DYNAMICS, K-1100 LEVELOR, 3/4" SOLENOID VALVE co O -aELECTRICAL CODE. R f Ce + w 8 + I PANEL MUST HAVE - v DEL ECLIPSE, EC-2, CORONA DISCHARGE OZONATOR W/ DEGAS MIXING CHAMBER 0 J ui OG-I I OZONE GENERATOR (OPTIONAL) a a, 6'-6" CLEARANCE IN $ INJECTOR ASSEMBLY (OPTIONAL) J 0 < .L HEIGHT NOSE BIB-BY OTHERS0 Z INTELLICHLOR GENERATOR SYSTEM, INCLUDE INTELLICHEM ORP CONTROLLER AND 0 � FIELD COORDINATE CG-I I CHLORINE GENERATOR (OPTIONAL) _ TIE INTO INTELLITOUCH CONTROL SYSTEM (OPTIONAL) 0 a CO o EQUIPMENT LAYOUT EQUIPMENT ROOM BY G.C. INTELLIChLOR ORP/ph CONTROL, INCLUDE DUAL CHEMICAL FEED PUMP FOR ph §) C7 CC-I I CHEMICAL CONTROLLER (OPTIONAL) ACID FEED, TWO 5 GALLON CHEMICAL STORAGE/INJECTION TANKS AND TIE INTO (5 INTELLITOUCH CONTROL SYSTEM (OPTION) UV-I I ULTRAVIOLET SYSTEM (OPTIONAL) DELTA UV ES-40, INCLUDES S.S. INNER WRAP (OPTIONAL) D V) 0 o POOL EQUIPMENT SCHEDULE U W �?) 0 ) 0 M Lf' 0E LAYOUT • ,ILVNT U LL1 —1 0 <> z W p D n < o >__. u► 0 IV N Z. W LOW VOLTAGE Q CALL OUT QUANTITY EQUIPMENT NAME VOLT PHASE HP/BY/W AMPS FURNISHED LOCATION CONTROLS OR INTERLOCKING NIGH VOLTAGE WIRING, CONTROL WIRING VENTING, GAS, COPPER WATER EACH SET BY SWITCHES $ CONTACTORS PIPING 1 1 24 VOLTS OR LESS > n/ D — CP-I I CIRCULATION 230V I VARIABLE 16 A PC EQUIPMENT ROOM INTERLOCKED W/ POOL CONTROL EC PC --- ILJ 0 PUMP EMERGENCY SHUT OFF W > W MC TO PROVIDE DRAIN FOR F-I I FILTER PC EQUIPMENT ROOM --- --- --- BACKWASH WITH AIR GAP TO HANDLE 140 GPM W W 150,000 INTERLOCKED W/ POOL CONTROL $ FLOW MC TO PROVIDE BOILERS, in N h-I I NEAT EXCHANGER --- --- BTU --- PC EQUIPMENT ROOM SWITCH HIGH LIMIT EC PC COPPER PLUMBING $ BOILER CONTROLS M 3 UNDERWATER 12V I N/A PC POOL AV INSTALLER TO INTERLOCK W/ SOUND AV AV \� SPEAKERS SYSTEM AND PROVIDE AMPLIFIERS 1-IL w _z UNDERWATER INTERLOCKED W/ LIGHT CONTROLS - O 4 LIGHT 120V I < 0.0 A PC POOL CONDUIT, J-BOX $ WIRING BY EC EC PC a AUTOMATIC INTERLOCK WITH POOL COVER SWITCH - PROJECT NO. AC-1 I COVER 120V I 1/2 HP 20A PC EQUIPMENT ROOM ALL CONDUIT, LINE VOLTAGE WIRING BY EC --- --- EC. CP-I I POOL 120V 1 --- < 15.0 A PC EQUIPMENT ROOM INTERLOCKED W/ POOL PUMP, ESO AND EC PC --- DATE ISSUE CONTROLLER BOILER CONTROLS 8-1-14 DD WATER LEVEL INTERLOCK W/SOLENOID VALVE, MC TO MC TO FURNISH FRESH WATER 9-8-14 DD AF-1 I CONTROL 120V I --- <5.0 A PC EQUIPMENT ROOM FURNISH FRESH WATER LINE W/ BACK EC PC LINE W/ BACK FLOW PREVENTER FLOW PREVENTER $ MANUAL SHUT OFF MANUAL SHUT OFF I 10-30-14 DD 11-18-14 REV OZONE 2-3-16 CD OG-I I GENERATOR 120V I --- < 15.0 A PC EQUIPMENT ROOM --- EC --- -- (OPTIONAL) 4-1 I-16 CD CHLORINE / 5-16-16 REV CG-I I GENERATOR 120V I --- < 15.0 A PC EQUIPMENT ROOM INTERLOCK WITH INTELLICTOUCh EC 10-5-1 6 REV (OPTIONAL) CONTROL SYSTEM CHEMICAL INTERLOCK INTELLITOUCH CONTROL W/ CC-1 I CONTROLLER 120V 1 --- <20.0 A PC EQUIPMENT ROOM ACID FEED PUMP AND CHLORINE FEED EC PC --- (OPTIONAL) SYSTEM (LIQUID CHLORINE, EROSION FEED OR CHLORINE GENERATOR) UV SYSTEM UV-1 I I20V I --- < 15.0 A PC EQUIPMENT ROOM --- EC (OPTIONAL)0 POOL COORDINATION SCHEDULE F12 . I CALL SPA EQUIPMENT MAKE $ MODEL OR DESCRIPTION OUT - 30 GPM CIRCULATION RATE _ - 20 MIN TURN OVER PERIOD LOW VOLTAGE E Z F-2 1 CARTRIDGE FILTER PENTAIR, CCP 240 WITH BACKWASh VALVE CALL OUT QUANTITY EQUIPMENT NAME VOLT PHASE HP/BY/W AMPS FURNISHED HIGH VOLTAGE WIRING, VENTINGGAS, COPPER* WATER 8 ,EACH $ SET BY LOCATION CONTROLS OR INTERLOCKING SWITCHES CONTACTORS CONTROL WIRING PIPING UNIT FILTER RATE 9.55 GPM/SF 24 VOLTS OR LESS V)) — o HEAT EXCHANGER T.B.D. BY MECH. CIRCULATION INTERLOCKED W/ POOL CONTROL* EC PROVIDE 3 PHASE $ Q CP-2 I 230V I I HP 16.0 A PC EQUIPMENT ROOM PC --- o SPA LIGHT BY DIAMOND SPAS PUMP EMERGENCY SHUT OFF CONTACTOR/ RELAY @ o - 1 SPA SKIMMER BY DIAMOND SPAS o~ JP-I I JET PUMP 230V 1 5 HP 16.0 A PC EQUIPMENT ROOM INTERLOCKED W/ CONTROL SYSTEM ___ ___ __ 4 SPA INLETS BY DIAMOND SPAS EMERGENCY SHUT OFF * JET BUTTON o N E z - MAIN DRAIN SUCTIONS SUMPS BY DIAMOND SPAS MC TO PROVIDE DRAIN FOR 0 0 F-2 I CARTRIDGE FILTER --- --- --- --- PC EQUIPMENT ROOM --- --- - BACKWASH WITH AIR GAP TO — 2 MAIN DRAIN SUCTIONS COVER GRATE BY DIAMOND SPAS HANDLE 140 GPM Q f v 12 ) HYDRO THERAPY JETS BY DIAMOND SPAS MC TO PROVIDE BOILERS, Q 180,000 INTERLOCKED W/ POOL CONTROL $ FLOW SANITATION TYPE UV AND HYDROGEN PEROXIDE I-1-2 I HEAT EXCHANGER BTU MC EQUIPMENT ROOM SWITCH * hIGH LIMIT EC PC COPPER PLUMBING $ BOILER oo CONTROLS co S - - Ph CONTROL TYPE BY NAND INTERLOCKED W/TIME CLOCK OR PHOTO UNDER WATER DIAMOND c) CP-2 I CIRCULATION PUMP PENTAIR, INTERLLI PLO VF, VARIABLE HP - 1 LIGHT I 20V I 100 W 5.0 A SPAS SPA VOLTAIC CELL, NICHE LAMP BY PC. EC PC rn CONDUIT, J-BOX $ WIRING BY EC JP-I I HYDRO-THERAPY JET PUMP PENTAIR, INTELLI-FLO XF, VARIABLE HP, 144 GPM @ 50' TDH, MODEL#1 101 3 + TIE TO TIED INTO POOL CONTROLLER z 2 PRESSURE GAUGES CPI POOL SPA --- --- -_- --- PC EQUIPMENT ROOM INTERLOCKED W/ SPA PUMPS, JET EC PC --- E CONTROL CONTROLLER ACTUATOR, ESO AND BOILER CONTROLS g, Q - I FLOW METERS _ c INTERLOCK W/ SOLENOID VALVE, MC TO MC TO FURNISH FRESHWATER o - 2 THERMOMETERS AFI I WCLEVEL 120V I --- <5.0 A PC EQUIPMENT ROOM FURNISH FRESH WATER LINE W/ BACK EC PC LINE W/ BACK FLOW PREVENTER * z J CONTROL FLOW PREVENTER $ MANUAL SHUT OFF MANUAL SHUT OFF rn - I SPA COVER BY DIAMOND SPAS CHEMICAL INTERLOCK INTELLITOUCH CONTROL W/ AF-1 I AUTO FILL CONTROLLER SYSTEM DYNAMICS, K-1100 LEVELOR, 3/4" SOLENOID VALVE ACID FEED PUMP AND CHLORINE FEED r- CCI I CONTROLLER 120V I <20.0 A PC EQUIPMENT ROOM SYSTEM (LIQUID CHLORINE, EROSION EC PC co OG-I I UV SYSTEM DELTA ES-20 UV SYSTEM (OPTIONAL) FEED OR CHLORINE GENERATOR) rn 0 CC-1 I CHEMICAL CONTROLLER (OPTION) ChEMTROL Ch-255 PPM/ph CONTROL, INCLUDE STENNER CHEMICAL FEED PUMP UV-I 1 UV SYSTEM 120V I --- < 15.0 A PC EQUIPMENT ROOM --- EC --- --- 0 a CO FOR ph ACID FEED (OPTION) (OPTIONAL) I o E 0 ce SFA EQUIPMENT SCHEDULE - T . B . V . 0 SPA COORDINATION SCHEDULE - T . B . V . ♦ w O +o a oQQ Opva z 0acn0 i1 0 C 0DW 0 JU0 M 0 lf') O U LLI W o U <> z Z W p z O n < Q LJ O z IV fl/ o N Z 0 Qn o > N —1W z W W Q W W a_ N co D CO a W Q IL o - o 2 n p o PROJECT NO. DATE ISSUE 8-1-14 DD 9-8-14 DD A10-30-14 DD I I-18-14 REV 2-3-16 CD 4-11-16 CD / 5-1 6-1 6 REV 10-5-16 REV 1 rL2 . 2 NOTE: IF BELOW WATER LEVEL PLACE INJECTOR AS HIGH AS POSSIBLE IN ROOM • dN 0 ❑ N E ____y Q .-..Th \ ACID FEED INJECTOR I Li d, �8"TUBING PUMP (OPTIONAL) o 0 0 / •,,N PUMP (OPTIONAL) it:17 8 Z o g"TUBING a - ID � „ - GOLDLINE BACKWASHTO I _ SANITARY WASTE ❑ E - 1 M I I o 4" PIPE CHLORINE /% AICs, o Q ■o CHLORINE EROSION FEEDER 4 (OPTIONAL) CHLORINE p M GENERATOR -o ' " 414" PIPE © (OPTIONAL) FEED PUMP 8 OROFOLOORK I t 7, (OPTIONAL) II O N DRAIN HEAT Z oo EXCHANGER P il � ❑ UV BYPASS 8 s ' BYPASS VALVE I " PIPE VALVE ❑A ❑A O — U © 2" PIPE ® © © © ❑A Q 4N1 . C•'I •fM; LJ I I N�I ao�rri I *RETURN LTO Q 2" PIPE li' PIPE Qo FILTER ^ I h Emm D D 0 IN-LINE I r` 0 THERMOMETER _ FLOW • .�T� ❑ z + I I A SWITCH •LIMIT u HIGH g•• F u AUTO FILL I f I _ n BY o IN-LINE ULTRAVIOLET I� 0 I THERMOMETER TREATMENT BY _o O� �. M_C. CHAMBER BACK � FROM _ _ HEAT (OPTIONAL) FLOW l J , `�NE1IDI1m1 EXCHANGER I 1 POOL 71`R�,'11n1:■ PRV 1�II coN- �. ❑A 2 WAY ISOLATION VALVE 1 1 a CIRCULATION n2 WAY BY PASS VALVE O < o m PUMPL SKIMMER 11013— - n 3 WAY BY PASS VALVE FRESH Q CHECK VALVE WATER a SUPPLY Q � (n NOTE: ALL BOILER SUPPLY F❑ UNION Ce W ° + PIPING, VALVES$ CONTROL O J a ui - g Q M MOTORIZED VALVE SKIMMER IC�.�'p� .§,_ Z WIRING BY M.C.M.C. ❑S SOLENOID VALVE 0accnn SKIMMER 1 — SWIMMING POOL PLUMBING SCHEMATIC (k `a CI) cc oW 00 NOT TO SCALE o 13 0 U W U � z > UJ cn C) U n < Q U► O ui NQ _ U 7 U) Q � U z OZ CO W Q 0 UJ W N co co <9 1:: z O 0 PROJECT NO. DATE ISSUE 8- I -14 DD 9-8-1 4 DD I 0-30-14 DD I I-18-14 REV 2-3-16 CD 4-I I -16 CD 5-16-16 REV I 0-5-16 REV rL2 . 3 53'-4 "/ / 'L4.\I . ,. • • • j 3 4 _`°_isilal ° (3)#4 REBAR P L3. I P L3. "" ° CONTINUOUS AT TOP • z _ OF BOND BEAM 0 Z o 1111 I. - d a ° d • ° d°— 1 1 ° d ° ° ° d ° d d an \ C fl'tib ':1� � — •a c ',I •d • • °d d UO Q I 111.11.11.1.0.11M7 . , #Fir — — , i •a •° ° a U r _ _ _ _ _ _1 C, . 1 ° .. #4's @ 9" EACH WAY CO. , Z d TYPICAL 0]11111111111111111(1111111101) ° _ ° • ° - - - - ° I A Alk 1- (.1 2 e . 4 PL3. Iad N. ° • i doF —I C ' Q (]IIIIIIII[IIIIIIII(IIIIIIII ID I C 1 � 2 PL3. 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WAY �.•.� �•••� 9 .� Q ° p U �, v• • • • —IN V m D v Q p v p v _ v p a • o v o v v p • • • • ° • p J • • • v• •v • • • • 0 • • °• v ° ° a p O • a • p ° • • o • v • ° p v • #4's @ 9 EACh WAY WV'9'•‘•Ny .���� v v ° v •v v •. . o v 1- IV V / Q 1 TYPICAL " '91. 'Ir-.or o •° • p •v • N �� V ° • • ° v ........:.• v N 0 in Ot/ fl/ -Iv • ap a ■II I , v ° v Irv- . '�� v ° v _ v ° v •° ° v _ 11/ �� v'�� \ Z EL Q N 2'-8" / 10'-I" / 2O'-O" / 19' 94" 10" #4's @ 9" EACh WAY / hi TYPICAL OZ I- 2 -1 Ill U SECTION W N FOOL Q I- 0SCALE: I/2 =" I' 0" W (r) N LO (3)#4 REBAR LO (3)#4 REBAR CONTINUOUS AT TIP 2" CLR CONTINUOUS AT TOP v OF BOND BEAM v z OF BOND BEAM _ / § / N • • .. it .. A. it n it A r �� r w ° a 4 •-• .. �.�� n J�.�JIJ.J.,.�J� A��.�A�.it.�A.�A A A w A - J� / .; � d _ / 1.° 4id • ° )x•,40... •Y� .4"�•�•�e.41• ElAr / / PROJECT NO. d d d -� z - v DATE ISSUE a UN • v • 8 I I4 DD �• . / a • d• --________________1 v • ° • a #4 CONT. @EACH / 9-8-14 DD e e Qo" e • ° a� 2" CLR NOSING al A10-30-14 DD e w • I I 18 14 REVd . • a • a ° e a daada 2-3-1 G CDn d ° a a s d s ° a ° d STRUCTURAL NOTES: / / cl a ° 4 I I 16 CD • a • I. POOL/SPA MUST STAY FULL OF WATER. 5 I G I G REV / 2 G d -. a da d 4 • • a d / °° 1 2. AREINFORCINGTEE HA BE DEF MED BARSCONFORM TOASTMI DEF 10-5-16 REV • ° v // • a a ° ° • ALL STEEL SHALL OR CON ORAG 5 GRA GO OR #4 REBAR @ 9 EACh / a a m #4 BARS. SPLICES TO BE LAPPED 22" MINIMUM AND THE MINIMUM CLEARANCE BETWEEN WAY TYPICAL d• • d •° 4 •V • • •a • �j��• / • °• m• • ° • • • PARALLEL BARS IS 24". / ° d ° b 7 d to L� / �, a ° ° ° ° ° / 4 d ° d ° 4 d • d 3. GROUNDING PER N.E.C./C.E.C. OF THE STRUCTURAL REINFORCING MUST BE INSTALLED PRIOR TO / \ / STRUCTURAL FILL BY GC / , PLACEMENT OF CONCRETE. / / #4 BARS @ 9"O.C. EACH WAY 4. SHOT CRETE(GUNITE)TO BE IN CONFORMANCE WITH I.B.0 2009 SECTION 19 13 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS, AND CONSIST OF I PART / Jj( BAR @ 9" EACh PORTLAND CEMENT TO 4Y PARTS SAND AND 3 GALLONS OF WATER PER SACK OF CEMENT. PICAL 5. CEMENT SHALL CONFORM TO"STANDARD SPECIFICATIONS FOR PORTLAND CEMENT"ASTM C 150 f 6. USE TYPE V PORTLAND CEMENT IN AREAS WITH MORE THAN 2%SULFATE CONTENT AND AS DIRECTED BY LOCAL BUILDING CODES. r L3 . I 40FOOL SECTION SECTION STAIRSECTION ®POOL 7. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. SCALE: I/2"= 1'-0" SCALE: 1/2"= 1'-0" I SCALE: I/2 I •" 8. ALL INTERIOR SURFACES OF POOL AND SPA SHALL BE COATED WITH A WATERPROOF PLASTER FINISH.