Swmming Pool – Project – Details DWG Full Project for AutoCAD

Swmming Pool – Project – Details DWG Full Project for AutoCAD

Swmming Pool – Project – Details – MYRTLE BEACH USA.

Drawing labels, details, and other text information extracted from the CAD file:

spa enlarged, spa longitudinal section, spa plumbing detail, spa step section, n.t.s., equipment room enlarged detail, spa equipment schematic, n.t.s., outdoor pool equipment schematic, n.t.s., indoor pool equipment schematic, n.t.s., o.c., indoor pool plan, indoor pool longitudinal section, indoor pool plumbing detail, outdoor pool plan, indoor pool longitudinal section, outdoor pool plumbing detail, escutcheon, wedge anchor, hydrotherapy jet, underwater light, niche bond lug sealant, handrail, wet niche, s. r. smith, s. r. smith, pentair, stainless, stainless steel, bronze, plastic rear hub, scotchcast sealant, clear lens, gunite venturi jet, ph orp control with flow, high rate sand, automatic chemistry, surface skimmer, flow meter, filtration, spa equipment list, filter, qty., item, wtc, model no., aquasol, hayward prod., pentair, manufacturer, gpm, assembly, gpm ft. tdh, description, sq. ft. filter area, switch out range indicator, ft. cord, single phase, hydro booster, pentair, gpm ft. tdh, single volt, g.p.m. max flow, heater, jordan, btu lp gas heater, wall return inlet, pentair, insider fitting for pvc, controller, inc, chemical feed pump, pulsafeeder, dolphin series, air blower, rotron, h.p. volt phase, blower intake assembly, rotron, intake filter silencer, frame grate sump, main, pentair, gpm velocity, square inch open area, hydrotherapy suction, eyeball ftg., orifice sizes, maximum turnover time per hours, required flow rate per g.p.m, deck area lightnig req’d, deck sq. ft., design flow g.p.m. at ft. total dynamic head, water gallons, scdhec pool classification, water surface area s.q. f.t., perimeter feet at water edge, technical spa data, deck persons, type, spa, equipment rm. cubic feet, equipment rm. exhaust fan c.f.m., chemical storage rm. cubic feet, bather limit, triton, chemical storage room exhaust fan c.f.m., millivolt ignition, denotes existing equipment to be reused on new spa., swimming pool specifications, scope of work, the work covered herein includes all material and equipment to construct in accordance with the plans and these specifications, complete and operational steel reinforced shotcrete public swimming pool in the sate of south carolina., general, the structural design of the pool is based upon the assumptions that the site is not fill ground or expansive the soil has adequate, bearing capacity before and after excavation of minimum of pounds per square foot or to support the no present or, future surcharge will exert pressure on the pool no subterranean water will be no upward or downward slope, exceeding one foot in three foot exist within twenty feet of the pool and all surface drainage is directed away from the, pool and decking., any and all parking etc. shown on the drawings are representative only and are shown solely for south, carolina department of health and environmental control pool construction permitting purposes. separate architectural engineering, plans by others may be required by local town county building, pool shown on the drawing are per direction of the owner who shall designate the actual location of the pool on, property. the owner shall be responsible for any and all liability of whatsoever kin

Raw text data extracted from CAD file:

SPA PLAN, ENLARGED 3/16" = 1' - 0" SPA LONGITUDINAL B-B SECTION 3/8" = 1' - 0" SPA PLUMBING DETAIL 1/2" = 1' - 0" SPA STEP SECTION N.T.S. \A1;9' \A1;1'-6" \A1;1'-6" \A1;1'-6" \A1;1' \A1;1' EQUIPMENT ROOM ENLARGED DETAIL 1/2" = 1' - 0" SPA EQUIPMENT SCHEMATIC N.T.S. OUTDOOR POOL EQUIPMENT SCHEMATIC N.T.S. INDOOR POOL EQUIPMENT SCHEMATIC N.T.S. \A1;10'-10\S1/2;" \A1;30'-11" \A1;1' \A1;1' \A1;1' \A1;15'-1" \A1;R8' \A1;R6" \A1;R6" \A1;R6" \A1;7' \A1;9' \A1;1' \A1;5'-3" \A1;25'-5" \A1;7' \A1;4'-4" \A1;3' \A1;4'-6" \A1;5' \A1;20'-5" \A1;25'-5" \A1;1'-6" \A1;3' o.c. INDOOR POOL PLAN 1/4" = 1' - 0" INDOOR POOL LONGITUDINAL A-A SECTION 3/8" = 1' - 0" INDOOR POOL PLUMBING DETAIL 1/4" = 1' - 0" OUTDOOR POOL PLAN 3/8" = 1' - 0" INDOOR POOL LONGITUDINAL C-C SECTION 3/8" = 1' - 0" OUTDOOR POOL PLUMBING DETAIL 3/8" = 1' - 0" \A1;4'-10" \A1;3' \A1;5' \A1;5' \A1;28'-11" \A1;33'-11" \A1;1'-6" \A1;6'-11" \A1;1' \A1;1'-6" \A1;11" \A1;11" \A1;14' \A1;6'-3" \A1;5'-4" \A1;11'-9" \A1;7' \A1;12'-4" \A1;1' \A1;2'-9" \A1;13'-3" ESCUTCHEON WEDGE ANCHOR HYDROTHERAPY JET UNDERWATER LIGHT NICHE BOND LUG SEALANT 2 2 1 HANDRAIL 1 8 1 1 WET NICHE 79206700 60028300 2HR5-065-1 78568700 S. R. SMITH EP-100F S. R. SMITH S. R. SMITH AS-100B PENTAIR PENTAIR PENTAIR PENTAIR 46540000 STAINLESS STEEL, 48" 2-BEND STAINLESS STEEL 1.9" X 4", BRONZE PLASTIC NICHE, 1" REAR HUB SCOTCHCAST 2135 SEALANT CLEAR LENS GUNITE VENTURI JET pH & ORP CONTROL WITH FLOW 24" HIGH RATE SAND AUTOMATIC CHEMISTRY SURFACE SKIMMER FLOW METER PUMP, FILTRATION SPA EQUIPMENT LIST 1 1 1 1 1 FILTER QTY. ITEM WTC SP1082-FVE F-30200PR MODEL NO. BLUE-WHITE AQUASOL HAYWARD PROD. ULTRA-FLOW PENTAIR PENTAIR TR-60 MANUFACTURER 2", 20-70 GPM W/EQUALIZER ASSEMBLY 3/4 H.P., 60 GPM @ 55 FT. TDH DESCRIPTION 3.14 SQ. FT. FILTER AREA SWITCH & OUT RANGE INDICATOR 100 WATT, 120 V., 30 FT. CORD 220 VOLT, SINGLE PHASE PUMP, HYDRO BOOSTER 1 PENTAIR 2 H.P., 118 GPM @ 55 FT. TDH SINGLE PHASE, 208/230 VOLT 62.8 G.P.M. MAX FLOW HEATER 1 JORDAN LG 250 P 250,000 BTU LP GAS HEATER WALL RETURN INLET 3 542002 PENTAIR INSIDER FITTING FOR 1.5" PVC CONTROLLER CONTROLLERS, INC CHEMICAL FEED PUMP 2 D10 PULSAFEEDER PERISTALTIC, DOLPHIN SERIES AIR BLOWER 1 DR404 ROTRON 1 H.P. 115/230 VOLT 1 PHASE BLOWER INTAKE ASSEMBLY 1 516489 ROTRON INTAKE FILTER & SILENCER 9"x9" FRAME & GRATE W/F.G. SUMP MAIN DRAIN-FILTRATION & 2 543099 PENTAIR 229 GPM @ 1.5'/SEC. VELOCITY 49.03 SQUARE INCH OPEN AREA HYDROTHERAPY SUCTION & EYEBALL FTG. W/VARIABLE ORIFICE SIZES MAXIMUM TURNOVER TIME PER REGULATIONS, HOURS REQUIRED FLOW RATE PER REGULATIONS, G.P.M DECK AREA LIGHTNIG REQ'D (WATTS) DECK AREA, SQ. FT. DESIGN FLOW RATE, G.P.M. AT 55 FT. TOTAL DYNAMIC HEAD WATER VOLUME, GALLONS SCDHEC POOL CLASSIFICATION WATER SURFACE AREA S.Q. F.T. PERIMETER FEET AT WATER EDGE TECHNICAL SPA DATA DECK LIMIT, PERSONS 1,316 0.5 44 79 31 TYPE D SPA EQUIPMENT RM. VOLUME, CUBIC FEET EQUIPMENT RM. EXHAUST FAN REQUIRED, C.F.M. (MINIMUM) CHEMICAL STORAGE RM. VOLUME, CUBIC FEET BATHER LIMIT 60 TRITON WFK-8 CHEMICAL STORAGE ROOM EXHAUST FAN REQUIRED, C.F.M. (MIN) 8 60 224 395 2368 150 245 7 * * * * MILLIVOLT IGNITION * DENOTES EXISTING EQUIPMENT TO BE REUSED ON NEW SPA. #38438100 \A1;1' \A1;3'-3" \A1;1'-8" \A1;1'-9" \A1;11' \A1;6'-6" \A1;11" \A1;1' \A1; SWIMMING POOL SPECIFICATIONS 1. SCOPE OF WORK 1.1. The work covered herein includes all labor, material and equipment to construct in accordance with the plans and these specifications a complete and operational steel reinforced shotcrete public swimming pool in the Sate of South Carolina. 2. GENERAL 2.1. The structural design of the pool is based upon the assumptions that the site is not fill ground or expansive soil, the soil has adequate bearing capacity before and after excavation of a minimum of 2,000 pounds per square foot (p.s.f. or psf) to support the pool, no present or future surcharge will exert pressure on the pool structure, no subterranean water will be encountered, no upward or downward slope exceeding one (1) foot rise/fall in three (3) foot exist within twenty (20) feet of the pool and all surface drainage is directed away from the pool and decking. 2.2. Any and all buildings, utilities, parking areas, etc. shown on the drawings are representative only and are shown solely for South Carolina Department of Health and Environmental Control pool construction permitting purposes. Separate architectural and/or engineering plans by others may be required by state, local city, town and/or county building department(s). 2.3. Pool location(s) shown on the drawing are per direction of the Owner who shall designate the actual location of the pool on his/her/their property. The owner shall be responsible for any and all liability of whatsoever kind or nature for the location of the pool, whether such location should be on Owner's property or the property of any third person, infringes upon any construction setbacks, is within public utility easements, is within ten (10) feet of any second story balcony or other elevated structures requiring protective barriers or is nearer than twenty feet (20) of overhead wires, as the location is in the sole location and is the sole liability of the Owner. 2.4. The pool contractor shall verify phase and voltage of electrical service available or to be provided on site and shall be responsible for ordering the appropriate models for all electrically powered pool equipment. 2.5. Pool structural concrete shall be pneumatically applied concrete (wet-gun or dry-gun methods) and herein referred to as shotcrete. 3. QUALITY ASSURANCE 3.1. The pool builder shall have a minimum of three (3) years of pool construction experience, successfully completed at least five (5) installations comparable in size and scope. 3.2. The pool builder shall hold a South Carolina contractor's license with the appropriate swimming pool construction sub-classification in accordance with the South Carolina Department of Labor, Licensing and Regulation's General and Mechanical Contracting Act , Chapter 11, Title 40 as amended. 3.3. The pool builder shall use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work hereunder. 3.4. The pool builder shall obtain all inspections as required by the pool project architect or engineer and city, county and state agencies. 4. DIMENSIONS AND DESIGN 4.1. The entire concrete pool structure shall be in accordance with the plans and specifications. 4.2. All concrete and shotcrete, reinforced or otherwise, shall be in compliance with American Concrete Institute standards. 5. ^I POOL EXCAVATION 5.1. Excavation for the pool shall be made with the proper equipment and the machine operation and hand trim shall be carried on as one operation to aid in eliminating over-excavation. 5.2. Hand trimming shall be done accurately to the final lines as shown on the drawings. 5.3. All excess soil to be disposed of as designated in contract form. 6. REINFORCING STEEL 6.1. Reinforcing steel shall be ASTM graded. 6.2. All reinforcing steel shall be in place before concrete pour or shotcreting commences; shall be free from rust, oil, paint and mill scale; shall be positioned as indicated on the plans; shall be secured by not less than sixteen gauge annealed tie wire. 6.3. Steel shall be securely wired together at all points where the bars cross and shall be lapped a minimum of 40 diameters at all splices. All splices shall be staggered. 6.4. Steel chairs or concrete bricks shall be used to hold steel the proper distance from the excavation and forms. 7. BONDING AND GROUNDING 7.1. Bonding and grounding shall conform to NEC Article 680. 7.2. All steel reinforcing, light niches and other metal parts of the pool that penetrate the pool structure more than one (1) inch, deck reinforcing, metal deck equipment and other fixed metal within five (5) feet horizontally of the pool water edge shall be bonded and grounded. 8. SHOTCRETE SHELL STRUCTURE 8.1. The pool shell is designed as a monolithic shotcrete structure. 8.2. Shotcrete structural concrete shall be designed according to ASTM C1436-99 titled Standard Specifications for Materials for Shotcrete and ACI standards to yield a minimum compression strength of 3,500 pounds per square inch (psi) in 28 days. 8.3. Installation of the shotcrete shall be in accordance with the GCA publication G-84 specifications. 8.4. The shotcrete shall be installed uniformly level and true to line. 8.5. All corners and edges shall be rounded and smoothed to prevent cuts or abrasions to swimmers. 8.6. All corners and junctions of the walls shall be rounded as shown on the plans with a minimum 6 inch radius. 8.7. The shell structure shall be water cured by water spray at least twice daily for a minimum of 7 days. 9. TILE INSTALLATION 9.1. All surfaces to be covered with tile shall be clean and free of dust, oil, grease, curing compounds, sealers, loose or scaly materials, and other foreign matter, which may create bonding problems. When applying tile over smooth concrete surfaces, mechanical abrasion shall be performed to scratch and roughen surface. 9.2. Tile shall be installed straight, level and true to line in a full bed of setting material. 9.3. Grout joints shall be uniform with a maximum spacing of three thirty-seconds (3/32) inch. 9.4. Tile setting and grout material shall be manufactured for use with water submersion. 10. WATER LINE TILE 10.1. A minimum of six (6) inch high band of glazed frost proof ceramic tile shall be placed around the entire pool perimeter at the normal operating level (water line). 10.2. A minimum of three (3) inches of water line tile shall be above and below the normal operating level (water line). 10.3. Water line tile shall be placed on each side and bottom of the skimmer throat(s). 11. DEPTH MARKER TILES 11.1. Permanent, six (6) inch high tile depth markers shall be placed in the water line tile and on the edge of the coping or deck adjacent to the pool. 11.2. Depth markers placed in the water line tile shall be frost proof, have white background and a glazed finish. 11.3. Depth markers placed in the edge of the coping or deck shall be non-slip, frost proof and placed so as to be read from the deck facing the pool. Background shall be white in color. 11.4. Depth markers shall be in black numerals and letters of four (4) inch minimum height. The abbreviation FT or word FEET, abbreviation IN or word INCH shall be included immediately following the numerals. 11.5. Depth markers shall indicate the water depth to the nearest one-half (1/2) foot in the case of FT or FEET or the nearest one (1) inch in the case of IN or INCH. 11.6. A total of twelve (12) inches of white background tile shall be included as part of each water line depth marker. 11.7. Depth markers for pools with multiple slopes (bowl shaped) shall accurately reflect the minimum depth at the edge of the pool and the maximum depth at the center of the pool and separated by a hyphen. For example, a pool sloping from a three (3) foot depth at all sides to the center of five (5) feet shall require the installation of the following depth markers, 3 FT - 5 FT. 12. NO DIVING TILES 12.1. Pools exceeding two hundred (200) square feet of water surface area and not having dimensions adequate for diving shall have No Diving tiles co-located with each set of deck mounted depth marker tiles. 12.2. No Diving tiles shall be a single permanent six (6) inch by six(6) inch tile with the words No Diving and include the universal no diving symbol. 12.3. No Diving tiles placed on the edge of the coping or deck shall be placed so as to be read from the deck facing the pool. 12.4. The tile body shall be non-slip, frost proof and the background shall be white in color. 13. INTERIOR FINISH 13.1. The interior finish shall be of white cement plaster specifically manufactured for use in swimming pools. Samples of plaster colors other than white shall be furnished to the Department for further consideration on a case by case basis. 13.2. Interior surfaces of the pool shall be thoroughly cleansed and prepared per plaster material manufacturer's recommendations before application of plaster coats. 13.3. The white plaster shall be a minimum of three-eighths (3/8) inch and a maximum of five-eighths (5/8) inch in thickness, applied monolithically to walls and trowel burns. 13.4. All corners and edges shall be smoothed and rounded to prevent cuts and abrasions to swimmers. 13.5. Plaster shall be flush in the pool as soon as plaster has dried sufficiently as to not be damaged and the water shall not be shut off until it has reached the center of the waiter line tile. 14. DRAINING OF POOL(S) 14.1. After completion, the pool shall be kept full of water at all times except for required cleaning or repair. 14.2. Draining of the pool shall be performed by, or under direct supervision of, an experienced pool builder or an experienced service technician only. 15. PIPE AND FITTINGS 15.1. All plumbing lines for the pool shall be of schedule 40 PVC. 15.2. Each pipe section and fitting shall bear the NSF seal. 15.3. Only SD Class 160 and SD 21 Class 200 PVC pipe meeting ASTM Standard D1785 or D2241 are acceptable in sized twelve (12) inches and smaller. 15.4. No flexible piping shall be installed. 16. PIPE AND FITTING INSTALLATION 16.1. Pipe shall be straight and true. Springing or forcing into place shall not be permitted. 16.2. Heat bending of the pipe shall not be permitted. 16.3. Pipe runs and connections shall be carefully made to ensure unrestricted flow, eliminate air pockets and permit complete drainage of the plumbing system for winterization insofar as possible. 16.4. Ends and openings in all pipe fittings shall be capped or plugged immediately to exclude dirt during construction. 16.5. All piping shall be adequately supported to preclude against settlement. 16.6. Gravity waste lines shall slope one quarter (1/4) inch per foot toward discharge point. 16.7. Pressure and suction lines shall have a uniform slope in on direction of not less than three (3) inches in one hundred (100) feet and so installed as to be able to completely drain of water for winterization. 16.8. All piping in the equipment room shall be permanently marked with directional arrows and identified as to origin and use; e.g., surface skimmer, main drain, return line etc.. 17. PIPE TESTING 17.1. All pool recirculation lines shall be tested and made tight at a minimum pressure of thirty (30) pounds per square inch (psi) or one and one half (1-1/2) times the normal operating pressure on the return line, whichever is greater, prior to being covered by earth, deck or pool structure. Maintain pressure test for a minimum of two (2) hours. 17.2. Gravity drain lines shall be tested statically. 18. PIPING INSPECTION 18.1. After all piping has been installed and before it is covered, the pool contractor shall notify SCDHEC in writing so that an inspection of all piping, fittings and other applicable equipment can be conducted to verify their sizes and locations. 18.2. If there are any variations from the approved plans and specifications, such variations shall be corrected by contractor, or plans and specifications detailing the changes shall be re-submitted for a construction permit revision prior to continuance of construction. 19. WASTE WATER 19.1. All waste lines shall be run to a location that is acceptable to SCDHEC and approved by the local Environmental Quality Control Officer. 19.2. There shall be no direct cross-connection between any waste lines and pool plumbing. 19.3. All pool recirculation plumbing lines connected to a waste line shall be provided with redundant (minimum of 2) in-line swing check valves. The check valves shall be installed per manufacturer's recommendations and located for easy access for servicing, repairing and replacement. 20. CONCRETE DECKING 20.1. Concrete for the decking shall be designed according to ACI standards to yield a minimum compression strength of 3,000 pounds per square inch (psi) in 28 days. 20.2. Concrete shall be reinforced using 6x6x10/10 w.w.f. or M.D. fibrillated polypropylene fibers at the rate of one and one half (1-1/2) pounds per cubic yard of concrete. 20.3. Expansion and control joints shall be placed in decking per ACI standards. 20.4. The deck shall receive a non-slip finish and slope one quarter (1/4) inch to five eighths (5/8) inch maximum per foot away from the pool. 20.5. Deck drainage shall be to grade in areas where deck drains are not shown on drawings. 20.6. Cantilevered decking shall be isolated from the pool structure by the installation of a fifteen (15) pound felt slip sheet to prevent damage to the pool and pool tile. The pool edge of the cantilevered deck shall be well rounded and smoothed to prevent cuts and abrasions to swimmers. 20.7. All perimeter edges of decking shall be relieved with a one half (1/2) inch radius. 20.8. No carpet or wood decking shall be placed within the required minimum deck widths. 20.9. Pool side tables and chairs or other equipment shall not obstruct the deck areas within the minimum required widths. 21. HANDHOLD 21.1. Pools with a water depth of three (3) foot zero (0) inches or greater shall be provided with a suitable handhold around the entire perimeter. See plans for handhold specifications. 22. DECK DRAINS 22.1. There shall be no cross-connection between deck drains and pool plumbing. Discharge from deck drains shall be to waste. 22.2. Deck drain gates and/or covers shall be removable to facilitate cleaning. 23. WATER SUPPLY 23.1. All water used in public swimming pools, drinking fountains, bathhouse or minimum toilet facilities, shall be supplied from an approved public drinking water system. 23.2. Water for filling pools shall be supplied by a fillspout. 23.3. Fillspouts shall be located at least two (2) diameters of the fillspout above the rim of the swimming pool and above the rim supply to the surge tank, whereby no arrangements exist which, under any condition, permits contaminated water to re-enter the potable water system. The fillspout shall be located adjacent (no greater than six inches away) to a ladder or under a handrail and extend to the edge of the coping and not more than one (1) inch past the edge of the coping. Fillspouts shall be chrome plated brass, stainless steel, or other equivalent material approved by SCDHEC. 24. EQUIPMENT AND ACCESSORIES INSTALLATION 24.1. All equipment and accessories, including, but not limited to, pumps, filters, chlorinators, heaters and flow meters shall be installed in strict accordance with their respective manufacturer's recommendations. 25. PUMPS AND MOTORS 25.1. All pumps shall be provided with a corrosion-resistant strainer to remove solids, debris, hair, lint, etc. The basket shall have openings not more than one-quarter (1/4) inch in size and shall provide a free flow area at least four (4) times the cross section of the pump suction line. 25.2. Pool pump motors shall have an on/off switch within arms reach of the pump(s). Pump(s) shall not be activated by a panel circuit breaker. 25.3. All pumps shall be installed in accordance with NEC. 26. FILTER(S) 26.1. Manual and internal air relief shall be provided for each filter. 26.2. A pressure gauge(s) shall be provided for each filter for determining the need for backwashing or cleaning filter(s). 26.3. A sight glass shall be provided to determine when the backwash water is clear. 27. BACKWASH / WASTE WATER DISPOSAL 27.1. Backwash from the filter(s) shall be piped to a disposal pit, tile field or other disposal method approved by SCDHEC. 27.2. If the backwash water is to be discharged to a sanitary sewer system or municipal separate storm water system, specific written approval shall be obtained from the municipality or sewer authority for such discharge. 27.3. If the method of backwash will be to an on-site storm sewer system, the location of the discharge and the name and distance of any receiving body of water shall be identified on the project plans. 27.4. If disposal of backwash or other waste is to a retention/detention pond/basin, the pond/basin shall not contain or support aquatic life forms of any kind. 27.5. Any discharge of backwash water to a water body shall receive prior approval from SCDHEC. 27.6. If the method of backwash disposal will be to a pit or tile field, the receptacle shall be adequately sized to accept the pool drainage. 27.7. The backwash system shall be required to demonstrate the capacity to receive a three (3) minute backwash cycle (per filtration system in succession on multiple filtration systems installations) without backing up or overflowing. 27.8. A minimum six (6) inch air gap shall be maintained at the discharge point or two (2) single in-line check valves shall be installed in the backlash line. 28. CHEMICAL FEEDERS 28.1. NSF listed halogen disinfectant feeder(s) shall be provided and operated at all times the recirculation system is in operation. 28.2. Means of adjusting the low through chemical feeders shall be provided. 28.3. The chemical injection point shall be located down stream of all recirculation equipment. 28.4. Electrically powered chemical feed pump(s) shall be wired to the recirculation pump such that the feed pump(s) will not operate with the recirculation pump off. 29. LIQUID CHEMICAL FEED CONTAINERS 29.1. Chemical feed containers for use with liquid chemical feed systems and having a holding capacity in excess of fifteen (15) gallons shall be provided with spill containment. 29.2. All chemical feed containers shall be clearly labeled as to contents. 30. RATE OF FLOW INDICATOR (FLOW METER) 30.1. A flow meter (rate of flow indicator) shall be provided in the return line to indicate recirculation flow of the pool in gallons per minute (gpm). 30.2. The flow meter shall be mounted on the return line piping in the equipment room such that it can be easily read. 31. ELEVATED BALCONIES AND STRUCTURES 31.1. If pool is located within ten (10) foot horizontal of an elevated structure or any elevated balcony that opens to, overhangs or overlooks the pool area, a protective barrier shall be provided by Owner on said balcony or elevated structure. 31.2. The barrier shall be a minimum of five (5) feet in height and have no openings within or under this barrier greater than four (4) inches in width. 32. FENCES 32.1. The pool (including the deck area) shall be enclosed by a minimum four (4) foot fence or equivalent impenetrable landscape or structural barrier [e.g. a hedge, a minimum of two (2) feet thick of densely planted growth]. All openings in the barrier shall be equipped with gates or doors that close automatically, are self-latching and can be locked. 32.2. Gate latch releases shall be activated at a height of no less than fifty-four (54) inches above grade or horizontal bottom rail, whichever is greater. Gates with a height of less than five (5) feet shall be provided with vertical pull latches (Magna-Latch or equivalent). 32.3. If a building(s) is used as, or is part of, the pool enclosure, all glass located in the walls, windows or doors adjacent to the pool area must be shatterproof or tempered safety glass. All building doors must be self-closing, self-latching and lockable. Additionally, all pool level windows opening onto the pool area must be kept locked in the closed position, provided with a barrier or audible alarm or otherwise child protected. 33. EQUIPMENT ENCLOSURE 33.1. A suitable equipment enclosure shall be provided to house all pool equipment and to prevent unauthorized access. 33.2. The enclosure shall be of substantial and enduring construction to protect the equipment from a damp, corrosive environment. 33.3. This enclosure shall have lockable access door(s). 33.4. The equipment enclosure shall be sized so that all equipment is accessible for ease and inspection. 33.5. The enclosure shall have at least one (1) watt of artificial light for each square foot of floor area with a minimum one hundred (100) watts incandescent light. 33.6. Continuous forced ventilation shall be provided so that the equipment enclosure has a minimum ten (10) complete air changes per hour and is vented to the outside and away from the pool. 33.7. The floor shall include floor drains. 34. CHEMICAL ENCLOSURE 34.1. All pool chemicals shall be housed in a separate enclosure from the equipment enclosure. 34.2. This enclosure shall have lockable access door(s). 34.3. This chemical storage enclosure shall have at least one (1) watt of artificial light for each square foot of floor area with a minimum one hundred (100) watts incandescent light. 34.4 Continuous forced ventilation shall be provided so that the chemical storage enclosure has a minimum ten (10) complete air changes per hour and is vented to the outside and away from the pool. 34.5 The pool chemical storage enclosure shall be kept dry and locked at all times. 35. DRINKING FOUNTAIN 35.1. At least one (1) drinking fountain shall be provided within fifty (50) feet of any pool. 36. 36.1. A hard wired permanently installed toll free telephone or other device capable of direct dialing 911 or notifying emergency personnel shall be provided within a two (2) hundred foot walking distance of the pool and n a location that is easily accessible during the hours that the pool is in operation. 36.2. There shall be a sign at the emergency telephone with legible letters identifying the emergency phone and providing dialing instructions, address of the pool location and the telephone number for the facility. 37. HOSE BIBBS 37.1. Hose bibs shall be provided around the perimeter of the deck area at intervals such that all parts of the deck can b reached with a fifty (5) foot hose. 37.2. All hose bibbs in the pool area shall have an ASSE 1024 listed residential dual check or other SCDHEC approved backflow prevention device. 37.3. The height of the hose bibb(s) shall not be less than ten (10) inches above deck. 38. RINSE SHOWERS 38.1. All outdoor pools shall be provided with a shower at major entrance points so that bathers may rinse their feet before entering the pool. 39. RETURN INLETS 39.1. Return inlets shall be located as shown on the plans. Each wall return inlet shall have directionally adjustable eyeball with variable orifice sizing. Return inlets shall be of non-corrosive materials. 39.2. Return inlets shall be directed to prevent short-circuiting skimmers. 40. SURFACE SKIMMERS 40.1. All items and accessories required under NSF including, but not limited to, overflow weirs, float valve assemblies, equalizer valve assemblies and flow control devises shall be installed in each surface skimmer. 40.2. Surface skimmer overflow weirs shall be automatically adjustable to variations in water level over a range of at least three (3) inches. Overflow weirs shall operate at all flow variations expected, and shall be of such buoyancy and design so as to develop an effective velocity over the weir lip. 40.3. Each surface skimmer shall be equipped with an easily removable and cleanable strainer basket through which all overflow water shall pass to trap large solids. One (1) extra skimmer basket shall be provided for each pool. 40.4. Surface skimmers shall be located so that the middle of the skimmer opening is positioned at the normal operating level. 40.5. The surface skimmer opening shall be made of frost proof glazed ceramic tile and recessed a minimum of six (6) inches from the inside pool wall with a minimum of eighteen (18) inches opening in the pool wall angling into the skimmer face. 40.6. Surface skimmers shall be provided with an equalizer pipe to prevent airlock in the suction lines. This pipe shall provide and adequate amount of make-up water for pump suction should the water of the pool drop below weir level. It shall be at least one and one half (1 ½) inches in diameter and be located at least one (1) foot below the lowest overflow level of the skimmer. It shall be provided with a valve or equivalent device that will remain tightly closed during normal operating conditions, but will automatically open when the water level drops as much as two (2) inches below the lowest weir level. The pool side end of the equalizer line shall be protected with a grate that is secured in place by non-corrosive screws. 41. MAIN DRAINS 41.1. A minimum of two (2) main drain outlets shall be provided on the bottom floor of the pool with at least one (1) at the lowest point to completely drain the entire pool. 41.2. All main drain outlets shall be interconnected and the pipe size between them shall be the same as the main line running to the pump. 41.3. Each main drain outlet shall be covered by a grate or ant-vortex plates that have slots or openings no wider than one-half (1/2) inch. 41.4. Main drain grates or anti-vortex main drains shall be secured in place by using non-corrosive screws. 41.5. Minimum spacing between main drains connected to the same suction piping line shall be three (3) feet on center. 42. HYDROSTATIC RELIEF 42.1. Hydrostatic relief valves and collection tubes shall be incorporated into at least one (1) main drain of each pool. The main drain in which hydrostatic relief is to be installed shall be located at the lowest point of the pool floor. The hydrostatic collection tubes shall extend a minimum of one (1) foot zero (0) inches below the pool floor structure and placed in a minimum 24 inch x 24 inch gravel sump. 43. RECIRCULTAION PATTERN 43.1. The normal pattern recirculation shall be maintained at fifty percent (50%) flow through the skimmer(s) and fifty (50%) flow through the main drains. 44. OVERFLOW 44.1. The overflow shall be located as shown on the drawings and placed in the tile line. 44.2. The bottom of the overflow shall be placed at or just above the normal operating water level. In no instance shall the top of the overflow be placed above the top of the skimmer body throat opening. 44.3. Pipe size for overflow shall be two (2) inch PVC. 44.4. Discharge from the overflow shall be through a minimum six (6) inch air gap to an approved location. Where no air gap is provided a swing check valve shall be provided and located for ease of service and/or replacement. 44.5. If overflow water is to a retention/detention pond/basin, the pond/basin shall not contain or support aquatic life forms of any kind. 45. LIFE SAVING EQUIPMENT 45.1. Life Saving Equipment Unit consists of a U.S. Coast Guard approved ring buoy at least twenty (20) inches in diameter attached to a throwing like having a length of one and one half (1 ½) times the width of the pool up to fifty (50) feet maximum permissible length of rope and a life hook of the shepherd's crook style with minimum twelve (12) foot handle attached with stainless steel nut and bolt. 45.2. The 12 foot aluminum pole, attached to the life hook, shall be straight, non-telescoping, non-adjustable and non-collapsible. 45.3. The equipment shall be kept within twenty-five (25) feet of the pool at all times and located on the pool side of any fence, wall or other enclosure. 45.4. Life saving equipment is not required at Type C and Type D pools. 46. FIRST AID KIT 46.1. A first aid kit shall be provided at all pool installations. 46.2. First Aid Kit means a water resistant, clearly labeled, latched container providing sufficient first-aid equipment to treat up to fifteen (15) people. The kit will also contain as a minimum: alcohol wipes, antibiotic ointment, assorted bandages, a breathing barrier, a cold pack, gauze, and disposable gloves. 46.3. Location of the first aid kit shall be permanently notated on the Pool Rules sign. 47. POOL RULES SIGN 47.1. A pool rule sign shall be posted in a conspicuous place in the pool area and shall contain, as a minimum, the items listed below, with the blanks filled in before authorized operation: POOL RULES (heading) There should be no solo swimming. There should be no running, boisterous or rough play. No person under the influence of alcohol or drugs should use the pool. There should be no spitting or blowing nose in the pool. Persons with diarrhea illness or nausea should not enter the pool. Persons with skin, eye, ear or respiratory infections should no enter the pool. Persons with open lesions or wounds should not enter the pool. No animals or pets allowed in the pool. No glass allowed in the pool or on the deck. No children should be in the pool without supervision. You should take a shower before entering the pool. This pool is open from __________a.m. to __________p.m. The maximum number of swimmers allowed in the pool is __________. A first aid kit is located __________. An emergency phone (or other notification device) is located __________. 48. NO DIVING SIGNS 48.1. NO DIVING ALLOWED signs shall be displayed in conspicuous locations at all pool of surface area greater than two hundred (200) square feet and not having dimensions adequate for diving. 48.2. The sign shall read in all capitalized bold letters SHALLOW WATER - NO DIVING ALLOWED and shall have minimum four (4) inch lettering for SHALLOW WATER and six (6) inch lettering for NO DIVING ALLOWED. 48.3. Two (2) or more signs shall be provided and be clearly visible to anyone entering the pool. 49. NO LIFEGUARD ON DUTY SIGNS 49.1. Permanent and separate NO LIFEGURAD ON DUTY signs shall be displayed in conspicuous locations on all Type B, C and D pools that do not have lifeguards. 49.2. The sign shall read in all capitalized bold letters NO LIFEGUARD ON DUTY - SWIM AT YOUR OWN RISK and shall have minimum (6) inch lettering for NO LIFEGUARD ON DUTY and shall have minimum four (4) inch lettering SWIM AT YOUR OWN RISK. 49.3. Two (2) or more signs shall be provided and clearly visible to anyone entering the pool. 50. CERTIFIED POOL OPERATER SIGN 50.1. A sign shall be posted or language shall be added to the Pool Rules sign which reads, The Certified Pool Operator at this facility is __________ State certification number __________. 50.2. The blanks shall be filled in with the appropriate information. 51. UNDERWATER LIGHTING 51.1. Where underwater lighting is used, not less than 0.5 watts of incandescent lighting or 8.35 lumens shall be provided per square foot of pool area. An adequate number of lights shall be used and properly positioned so that all portions of the pool are clearly visible to an observer on the pool deck. 51.2. Light unit and wet niches shall be listed by and carry the seal of UL. 51.3. Junction boxes shall be a minimum of four (4) foot zero (0) inches from the pool water edge and located ten (10) inches above the water level or the pool decking, whichever the higher elevation is, and located so as to pose no foot or trip hazard. 51.4. Fiberoptic lighting may only be installed as a supplement to the minimum lighting requirements outlined above. 51.5. Colored lights that do not provide for an equivalent light output to the wattage or lumens noted above for clear lights cannot be used. 52. AREA LIGHTING 52.1. Artificial area lighting shall be provided at all pools that are to be used at night, or when natural lighting is insufficient to provide clear visibility in the pool area. Lighting fixtures shall be of such number and design as to illuminate all parts of the pool area, the water, the depth markers, signs, entrances, restrooms, safety equipment and the deck area and walkways. 52.2. Fixtures shall be installed so as not to create hazards such as burning, electrical shock, mechanical injury or temporary blinding by glare to the bathers, and so that lifeguards, when provided, can clearly see every part of the pool area without being blinded by glare. 52.3. Light fixtures located within the pool area shall be protected by a non-breakable lens. 52.4. Area lighting shown on the drawings is representative only. The Owner shall be solely responsible for providing evenly distributed area lighting with sufficient illumination to conform to the minimum requirements as outlined in the drawings and these specifications. 53. OVERHEAD CONDUCTORS, WIRING AND LIGHTS 53.1. Overhead conductors and wiring not in conduit shall not pass within an area extending a distance of twenty (20) feet horizontally away from the inside edge of the pool walls, diving structures, observation stands, towers, or platforms. 53.2. No pool can be constructed under an existing utility owned supply conductor in accordance with the current edition of the National Electrical Safety Code 53.3. There shall be no light fixtures or conductor splices directly above the water surface at any outdoor pool. Indoor pools shall comply with the same restriction except that light fixtures protected by a non-breakable lens are allowed. 53.4. Wiring and grounding for lights and all electrical circuits within the pool area including all accessory equipment, electric drinking water fountains, and bathhouse/minimum toilet facility receptacles shall conform to the current code of the national fire 54. OPERATING INSTRUCTIONS AND VALVE SCHEDULE 54.1. Upon completion of any swimming pool, the builder shall give the Owner and his operators complete written and oral instructions in the operation of the pool and all equipment, in the chemistry of swimming pool water and specific details covering the maintenance of the equipment. 54.2. These instructions and provisions shall consist of the operation of the entire facility under the builder's observation for a minimum of three (3) days. 54.3. All valves shall be permanently tagged and identified as to use and a valve operating schedule shall be provided for every operation. 54.4. Instructions, including the valve schedule, shall be supplied in not less than two (2) copies. These shall be encases in a waterproof covering with one (1) copy of each permanently posted on the equipment room wall. 55. WALK-IN STEPS 55.1. The top surface of each step tread shall be non-slip. 55.2. Permanent black or dark colored edge non-slip tile stripes tile shall mark each step tread. 55.3. The edge strip shall be a minimum of two (2) inches wide, shall be provided the entire length of each step tread, shall be installed on the run of each step so as to be clearly visible by patrons upon entering the pool. 56. LADDERS 56.1. Ladder rails shall be of 1.9 inch diameter x 0.065 inch thick stainless steel with a maximum of three (3) non-slip stainless steel treads. 56.2. Ladder rail ends shall be inserted in brass wedge anchors so as to be easily removed. 56.3. Handrails shall be firm and steady when in place. 56.4. Each wedge anchor shall be covered with a chrome plate escutcheon. 57. HANDRAILS 57.1. Handrails shall be on 1.9 inch outside diameter x 0.065 inch thick stainless steel. 57.2. Handrails shall extend over and anchor into the bottom step, and be easily accessible for exiting the pool. 57.3. Handrail ends shall be firm and steady when in place. 57.4. Each wedge anchor shall be covered with a chrome plated escutcheon. 58. WATER CHEMISTRY TEST SET 58.1. A water chemistry test set shall be provided. 58.2. The test set shall test for DPD chlorine (or bromine if specified on equipment list), pH, total alkalinity, calcium hardness and cyanuric acid (if used). 59. EQUIPMENT SUBSTITUTIONS 59.1. Equipment installed at this facility shall be as specified unless prior written approval has been obtained from SCDHEC by the pool builder or Owner. 60. FINAL APPROVAL 60.1. No newly constructed public swimming pool shall be placed into use until a final inspection of the facility has been conducted and a written approval to be placed into operation is issued by SCDHEC. 60.2. Before requesting a final inspection the pool facility shall be one hundred percent (100%) complete and operational and all other required items including, but not limited to, bathhouse, minimum toilet facilities, fence, equipment room, area lighting and signs shall be in place and/or completed. 60.3. Before the final inspection will be scheduled three (3) letters shall be submitted certifying that the public swimming pool has been constructed according to approved plans and specifications and is ready for the final inspection. One (1) letter each shall be submitted by the pool contractor, the general contractor, Owner or his designated agent and one by the project architect or engineer. All three (3) letters must be received by SCDHEC before a final inspection will be conducted. A pool contractor's and Owner's representative shall be present at the time of the final inspection. 61. CERTIFIED POOL OPERATOR (CPO) 61.1. All public swimming pools shall be operated under the direction of a qualified swimming pool operator who holds a valid South Carolina Pool Operator's license issued by the South Carolina Department of Labor, Licensing and Regulation. 61.2. The certified pool operator of record shall inspect each public swimming pool a minimum of three (3) times per week during operation. Results of this inspection shall be annotated on the facility's daily operation report and initialed by the CPO. UP-LIFT CAP HYDROSTATIC RELIEF VALVE INLET PIPE GASKET ON MODEL #AS-200B ANCHOR & STEP EDGE DETAIL BY S. R. SMITH CO. DETAILS SEE STEP BR0NZE ANC. SOCKET DRAIN SECURE W/ MAIN DRAIN(S) DETAIL MAIN DRAIN COVER GRAVEL PIT - 10" COLLECTION TUBE x 10" x 24" DEEP DETAIL SLOPE SLIGHTLY TO DRAIN SCREWS SS. CSK TILE EDGING COVER PLATE ROUND SS TO FILTER PUMP RAILING L C POOL FLOOR 12"x12" L c GRATE MAIN DRAIN FRAME & 12" TO 36" 7.5" (MAX) MAIN EQUALIZER LINE 2" d FLOW SKIMMER DETAIL POOLS & SPA TOP VIEW EQUALIZER INTAKE W/GRATE BASKET INSIDE REMOVABLE ADJUSTABLE COVER-2 CSK REMOVABLE WEIR SS SCREWS WATER THROAT 18" TO PUMP ORIGINAL EARTH BACKFILL (TYP. SIDES & BOTTOM) OR COMPACTED RETURN PIPE 1 1/2"d PVC FROM FILTER 12" TO 36" SETTING ADJUSTABLE NOZZLE TYPICAL NOZZLE L c NOZZLE 45° L c WALL RETURN RETURN PIPE N.T.S. N.T.S. N.T.S. N.T.S. LIGHT NICHE PVC LIGHT 2, #3 BARS THIS PLANE CONDUIT 1" PVC WATER LEVEL 1'-6" MIN. 10" MIN. 10" MIN. 4" AT LIGHT THICKEN WALL DECK SURFACE 4'-0" MIN. LIGHT INSTALLATION, INCLUDING GROUNDING, TO CONFORM TO NATIONAL ELECTRIC CODE AND ALL LOCAL CODE REQUIREMENTS. LEVEL BENCH WATER LINE 5 5 5 5 TOP OF SEAT DRAIN 5 5 CAUTION SPA CAUTION SIGN, TYP N.T.S IN ADDITION TO A POOL RULES SIGN, HEATED SPAS SHALL ALSO HAVE A WATER PROOF SIGN WITH BOLD LETTERING WHICH IS CLEARLY VISIBLE AND CONTAINS THE FOLLOWING WARNING STATEMENT: Elderly persons and those suffering from heart disease, diabetes, high or low blood pressure should consult their physician before using the spa. The use of this spa while under the influence of alcohol, anticoagulants, antihistamines, vasoconstrictors, vasodilators, stimulants, hypnotic, narcotics or tranquilizers should be avoided. Pregnant women should not use the spa without consulting their physician. Persons should spend no more than fifteen (15) minutes in the spa at any one (1) session. Long exposures may result in nausea, dizziness or fainting. The maximum temperature allowed by the South Carolina Departament of Health and Enviromental Control for any Spa is 104°F. The actual temperature on this spa at ____ o'clock today is____°F. WATER LEVEL NOTE: SEE PLUMING DIAGRAM FOR PIPE SIZES HYDROTHERAPY JET NON-CORROSIVE WATER SUPPLY LINE 12" MIN TO 14" MAX SEAL PLASTIC BENCH HYDROTHERAPY JET, TYP. N.T.S. ASSEMBLY LEVEL AROUND SPA LINE SHALL RUN AIR SUPPLY LINE SPA "CAUTION SIGN" 3.5" WATER LEVEL DECK LEVEL SPA BENCH STRUCTURAL DETAIL N.T.S. ALL STEEL SHALL BE #3 BARS. STEEL SPACING SHALL BE 1'-0" ON CENTER EACH WAY IN WALLS AND FLOOR. STEEL SCHEDULE STRUCTURAL CONCRETE SHALL BE 3,500 P.S.I. SHOTCRETE STRUCTURAL CONCRETE 3/8" PLASTER FINISH 3.0" 1'-6" 1'-6" 5.0" 6" FROST-PROOF GLAZED CERAMIC TILE 2" BLACK NON-SLIP TILE STRIPE CONT. ACROSS FRONT EDGE OF BENCH 1'-6" FILTER 2" RETURN CHECK VALVE 115 V. POWER SOURCE INTERLOCKED WITH SWITCH FLOW CONTROLLER AUTO CHEMICAL CHEM. TEST FLOW CELL SENSOR PROBE, TYP. 1/2" CHEM. FEED PUMP METER FLOW HEATER SPA 115 VOLT 115 VOLT ACID CL2 MURIATIC ACID SODIUM HYPOCHLORITE CHEM. FEED PUMP 3" MAIN DRAIN BOOSTER PUMP 3" RETURN AIR BLOWER SHELF 2'-0" MIN. SPA 1'-6" MIN. SPA LEVEL HARTFORD 1/4" VAC. RELIEF HOLE AIR LINE 2" MAIN DRAIN 2" SKIMMER STORM DRAIN AIR RELIEF VALVE PRESSURE GAUGE GLASS SIGHT VALVE MULTIPORT 2" 2" 2" 2" 2" 1/2" PUMP ON/OFF 2" PUMP ON/OFF SWITCH SAMPLE VALVE PUMP ON/OFF BREAKER PANEL 3 FT TYP. DEPTH MARKER HAND RAIL LIGHT 4" MAIN DRAIN 4"TEE 6.5" 65. SPA BENCHES 65.1. The top surface of spa benches shall be non-slip 65.2. The front edge of spa benches shall be marked with a black or dark colored non-slip tile stripe with a minimum width of two (2) inches and shall be installed on the run of each bench so as to be clearly visible by patrons upon entering the spa. 66. SPA 15 MINUTE TIMER 66.1. Type D spas shall have a single timer set for a maximum of fifteen (15) minutes which shall turn on and off the hydro/booster bump and blower. 66.2. The timer switch shall be inaccessible to persons while in the spa. 67. SPA EMERGENCY CUT-OFF SWITCH 67.1. An emergency cut-off switch shall be provided in the spa area which, when triggered, will simultaneously shut off the spa booster pumps, recirculation pumps and air blower. 67.2. The switch shall be clearly visible, labeled, easily accessible at all times, and no greater than a twenty five (25) foot distance from the entrance steps of the spa. 62. POOL HEATERS 62.1. Gas fired pool heaters (fuel oil, natural gas or liquid propane) installed within the equipment room, require the equipment room be provided with a minimum of one square inch of open combustion air area within one (1) foot zero (0) inches of the floor and one square inch of open ventilation air area within one (1) foot zero (0) inches the ceiling for each 2,000 BTU of rated input of the heater. 62.2. Gas fired heaters shall be installed on a concrete pad/slab or other non-combustible surface approved by the heater manufacturer. 62.3. Where gas fired heaters are to be installed in the equipment room or indoors, the pool builder shall provide and install a heater-to-vent-pipe adapter. Venting to a safe location shall be performed by a licensed HVAC contractor and provided by Owner. 62.4. Pool builder shall verify fuel source to be provided to gas fired heaters at the project and shall be responsible for ordering the correct heater type. 62.5. Heaters shall be equipped with a temperature limiting devise restricting the maximum water temperature to one hundred and four (104) degrees Fahrenheit. 62.6. Heaters shall be provided with a flow sensing device which switches the heater off when flow through heater is reduced or stopped. 62.7. Heaters shall be installed utilizing by-pass valves and piping. Direct plumbing in an out of heater shall not be permitted. 62.8. Heaters shall be installed and operated in such a manor that the minimum required flow rate through the return line will be maintained at all times. In any case where the minimum required flow rate is not maintained an auxiliary in-line booster pump specifically designed for use with the heaters shall be installed. 62.9. Pool builder shall verify power voltage and phase to be provided for electric heater(s) at the project and shall be responsible for ordering the correct heater type. 62.10. Electrical panels, switches, wiring and connections required for heaters shall be provided by Owner. 64. MINIMUM TOILET FACILITIES 64.1. Minimum toilet facilities shall be provided at Type B, C, and D pools if all living units are located within a three hundred (300) foot walking distance of pools. 64.2. When required or provided, minimum toilet facilities shall be within three hundred (300) foot walking distance of pools. 64.3. Minimum toilet facilities shall consist of at least one (1) lavatory and one (1) water closet for each sex. Floors shall be of impervious materials and relatively smooth, but not have a slick finish. Each room shall be furnished with a minimum of 2 watts per square foot of incandescent light and have adequate power ventilation. Soap dispensers for providing either liquid or powdered soap shall be provided at each lavatory or between each pair or lavatories. Mirrors, if provided, shall be made of shatter-resistant material. Single service paper towel dispensers or blower type hand dryers shall be provided. Toilet paper holders shall be provided at each water closet. Floors shall be drained with drain outlets to prevent standing water. Carpet shall not be used on the floors. 64.4. All toilet and urinal partitions, if provided, shall have their lower edges of six (6) inches above the floor to provide a waterway under the partitions to the floor drain. 63. G.F.I. UNITS WILL BE PROVIDED ON ALL ELECTRICAL CIRCUITS WITHIN THE FENCED POOL AREA INCLUDING BATHROOM AND BATHHOUSE FACILITIES, EQUIPMENT ROOM AND CHEMICAL STORAGE ROOM. (SOUTH CAROLINA STATE REGULATION 61-51) Elderly persons and those suffering from heart disease, diabetes, high or low blood pressure should consult their physician before using the spa. The use of this spa while under the influence of alcohol, anticoagulants, antihistamines, vasoconstrictors, vasodilators, stimulants, hypnotic, narcotics or tranquilizers should be avoided. Pregnant women should not use the spa without consulting their physician. Persons should spend no more than fifteen (15) minutes in the spa at any one (1) session. Long exposures may result in nausea, dizziness or fainting. The maximum temperature allowed by the South Carolina Departament of Health and Enviromental Control for any Spa is 104°F. The actual temperature on this spa at ____ o'clock today is____°F. 68. SPA CAUTION SIGN HOSE BIBB FOUNTAIN WATER METER DOUBLE CHECK VALVE ASSEMBLY POTABLE WATER WATER SUPPLY DIAGRAM N.T.S. 10" MIN. WILKINS 950-1" (OR EQUIVALENT) WILKINS 950-1" POTABLE WATER DRINKING UP (48) (48) (2) (2) (2) UP WATER FOUNTAIN SHOWER 2" RETURN TYP. 7.75" DIA. MAIN DRAIN TYP. TRANSFORMER 12V/300W LIGHT 2" RETURN 2" M.D. 2" SKIMMER FT 3 POOL RETURN PIPE 1½" TYP. 2" 5 5 5 5 5 5 2 1/2" TRENCH DRAIN AROUND PERIMETER OF POOL INDOOR POOL OUTDOOR POOL EXERCISE ROOM ELECTRICAL ELEVATOR PBX GUEST LAUNDRY UNISEX POOL AREA HVAC MECHANICAL EQUIPMENT ROOM EQUIPMENT ELEVATOR ELEVATOR LADDER BRICK PIER TYP. 5 5 5 5 5 5 STEPS HAND RAIL 5 5 5 5 BROOM FINISH CONCRETE "PORCEALTO" BY DAL TILE #CD31881T COEF. OF FRIC. O.7 WET- 0.82 DRY COLOR BEIGE INDOOR POOL DECK POOL & SPA DECK BATHROOM SIGHT GLASS 2" FILTER PRESSURE GAUGE AIR RELIEF VALVE 2" FLOW METER 2" RETURN 2" 2 IN-LINE CHECK VALVES TO RETENTION POND PUMP FLOW INDICATOR CHLORINATOR 2" SKIMMER 2" MAIN DRAIN 2" 5 5 5 5 5 5 WATER LEVEL 5 #3 REBAR @ 12" o.c EACH WAY CONTINUOUS AROUND ENTIRE POOL (WALLS & FLOOR) STORM DRAIN CATCH BASIN FILTER 2" RETURN 115 V. POWER SOURCE INTERLOCKED WITH SWITCH FLOW CONTROLLER AUTO CHEMICAL CHEM. TEST FLOW CELL SENSOR PROBE, TYP. 1/2" CHEM. FEED PUMP METER FLOW HEATER POOL 115 VOLT 115 VOLT ACID CL2 MURIATIC ACID SODIUM HYPOCHLORITE CHEM. FEED PUMP CHECK VALVE 3" MAIN DRAIN 3" SKIMMER AIR RELIEF VALVE PRESSURE GAUGE GLASS SIGHT VALVE MULTIPORT 2" 2" 2" 2" 1/2" PUMP ON/OFF 2" PUMP ON/OFF SWITCH SAMPLE VALVE INDOOR 12"x12" FILTRATION MAIN DRAIN TYP. SKIMMER TYP. 2" AIR LINE RETURN TYP. SPA BENCH STEPS HYDROTHERAPY JET TYP. AIR LINE 1(1/2)" TYP A A HOSE BIBB TYP. 4" 3' o.c. 2" 2" 2" 2" 2" RETURN 3" BOOSTER RET. 4" M.D. 2" SKIMMER RETURN TYP. RETURN PIPE 1½" TYP. 3" 7.75" DIA. MAIN DRAIN TYP. 3" TRANSFORMER 12V/300W LIGHT B C C 2 1/2" TRENCH DRAIN AROUND PERIMETER OF POOL FT 3 FT 3 FT 3 FT 3 FT FT 3 FT 4½' 4½' FT FT 3 FT 3 FT 5 FT 5 FT 3 FT FT 5 6' HGHT FENCE AT CODE BY OTHERS 5 5 5 5 5 5 WATER LEVEL 5 #3 REBAR @ 12" o.c EACH WAY CONTINUOUS AROUND ENTIRE POOL (WALLS & FLOOR) GENERAL NOTES: BACKWASH / WASTE WATER FROM POOL SHALL BE TO ON SITE STORM WATER SYSTEM. WATER SHALL BE PIPED DIRECTLY TO A NEAREST CATCH BASIN VIA DUAL IN-LINE CHECK VALVES. BACKWASH / WASTE WATER DISPOSAL SYSTEM SHALL BE REQUIRED TO DEMONSTRATE A 3 MINUTE BACKWASH CYCLE WITHOUT BACKING UP OR OVERFLOWING. OVERFLOWS SHALL BE PIPED TO STORMWATER SYSTEM AND SHALL BE EQUIPPED WITH CHECK VALVES TO PREVENT BACKFLOW. CHECK VALVES SHALL BE ACCESSIBLE. THE OUTDOOR CONCRETE DECK SHALL BE LIGHT COLOR BROOM FINISH NON-SKID SURFACE. POOL IS NOT APPROVED FOR DIVING. TWO (2) NO DIVING SIGNS SHALL BE POSTED. MINIMUM TOILET FACILITIES SHALL BE PROVIDED TO MEET THE DEPARTMENTS APPROVAL. EXHAUST FAN SIZES FOR POOL EQUIPMENT ROOM AND CHEMICAL STORAGE ROOM ARE CALCULATED ON A STANDARD ROOM HAVING 8 FT. CEILING. IF WALLS ARE HIGHER AND/OR NO CEILING IS INSTALLED, OWNER IS RESPONSIBLE FOR INCREASING THE EXHAUST FAN SIZE ACCORDINGLY TO PROVIDE A MINIMUM OF 10 AIR CHANGES PER HOUR. POOL CONTRACTOR SHALL VERIFY PHASE AND VOLTAGE OF ELECTRICAL SERVICE AVAILABLE OR TO BE PROVIDED AND SHALL BE RESPONSIBLE FOR ORDERING THE APPROPRIATE MODELS FOR ALL ELECTRICALLY POWERED POOL EQUIPMENT. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS ARE PREPARED TO COMPLY WITH SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL REGULATIONS 61 - 51. OWNER SHALL VERIFY COMPLIANCE WITH OTHER BUILDING OR ZONING REQUIREMENTS PRIOR TO START OF CONSTRUCTION. ANY AND ALL BUILDINGS, TOILET FACILITIES, UTILITIES, PARKING AREAS, ETC. SHOWN IN THESE DRAWINGS ARE REPRESENTATIVE ONLY AND ARE SHOWN FOR SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL POOL CONSTRUCTION PERMITTING PURPOSES. SEPARATE ARCHITECTURAL AND/OR ENGINEERING PLANS, BY OTHERS, MAY BE REQUIRED BY STATE, LOCAL CITY, TOWN AND/OR COUNTY BUILDING DEPARTMENTS POOL LOCATION SHOWN HEREIN IS PER DIRECTION OF THE OWNER WHO SHALL DESIGNATE THE ACTUAL LOCATION OF THE POOL ON HIS PROPERTY THE OWNER ASSUMES ALL LIABILITY FOR THE LOCATION OF THE POOL, WHETHER SUCH LOCATION BE ON OWNER'S PROPERTY OR THE PROPERTY OF ANY THIRD PERSON, INFRINGES UPON ANY CONSTRUCTION SETBACKS, IS WITHIN PUBLIC UTILITY EASEMENTS, IS WITHIN 10 FT. OF ANY SECOND STORY BALCONY OR OTHER ELEVATED STRUCTURES REQUIRING PROTECTIVE BARRIERS OR IS NEARER THAN TWENTY FEET OF OVERHEAD WIRES, AS THE LOCATION IS IN THE SOLE DISCRETION OF THE OWNER. IDENTIFY PHONE, INCLUDE PENTAIR/RAINBOW EMERGENCY PHONE SIGN NO DIVING SIGN 1 4 OWNER N/A R233800 COMPLIES WITH R61-51.C.28.b CLEANING & SAFETY EQUIPMENT VACUUM HOSE VACUUM HEAD WALL BRUSH HAND SKIMMER UTILITY POLE EXTENSION POLE POOL RULES SIGN HEAVING LINE FIRST AID KIT 1 REQUIRED SIGNS QTY. 1 ITEM 1 2 1 TEST KIT 2 LIFE HOOK 2 1 2 LIFE RING 1 1 QTY. 1 ITEM 188HDV FLEXIBLE W/WHEELS PENTAIR/RAINBOW JB-20-W MOBEL NO. MANUFACTURER PENTAIR/RAINBOW R234000 TAYLOR CHEMICAL FIRST AID, INC. GIAMMANCO 50 K2005 280-U 153 PENTAIR/RAINBOW PENTAIR/RAINBOW PENTAIR/RAINBOW CALJUNE 820-12 806-16 PENTAIR/RAINBOW PENTAIR/RAINBOW 902 126 COMPLIES WITH 61-51(A)(18) 1/4" X 50" LINE W/FLOAT COMPLIES WITH R61-51.C.28.a DESCRIPTION DPD, pH, TA, CH, CYA HEAVY DUTY, REPLACEABLE NET 18"CURVED, ALUM. BACK 20" DIA., U.S.C.G. APPROVED ALUMINUM ALUMINUM, 12' ALUMINUM, 8' TO 16' MODEL NO. 733005140 MANUFACTURER DURAKING DESCRIPTION 1.5" X 40' FLOATING EMERGENCY NUMBERS & PHYSICAL ADDRESS OF POOL SPA CAUTION SIGN 1 PENTAIR/RAINBOW R235900 COMPLIES WITH R61-51.C.28.d. 15 MIN. SPA TIMER SIGN 1 OWNER N/A SPA EMERGENCY CUT-OFF 1 OWNER N/A SWITCH SIGN INCLUDE INSTRUCTIONS HOW TO USE IN CASE OF EMERGENCY RW DECK NOTES REINF. STEEL @ LAP & TIE REINF. 12" O/C-EA. WAY AT WALL TO FLOOR #3 - 60 GR. 6" WALLS-3,500 PSI SHOTCRETE DECK CRACKING. PROVIDE PREMOLDED EXPANSION JOINTS, SET FLUSH WITH DECK LEVEL, AS NEEDED. 2. FIELD LOCATE ALL CONCRETE CONTROL JOINTS AND EXPANSION JOINTS IN PLACES THAT WILL REDUCE THE LIKELYHOOD OF AS SHOWN. THE DECK FINISH SHALL BE "KOOLDECK" FINISH, LIGHTLY TEXTURED. COLOR CHOICE BY OWNER. 1. ALL POOL DECKING SHALL BE 4' THICK 3,000 PSI(MINIMUM) FIBER REINFORCED CONCRETE. THE DECK SURFACE SHALL SLOPE 1/4" (MIN) TO 5/8" (MAX) PER FOOT FROM POOL WATERS EDGE TO DECK DRAINS, OR DECK EDGE, 3.5" UNDER WATER SPA & POOL LIGHT, TYP. 3/8" THICK COAT OF FLOOR & WALLS TO TILE (NATURAL WHITE COLOR- MODERATELY SMOOTH) IMPERVIOUS PLASTER W/ SKID RESISTANT FINISH R=6" MIN. N.T.S. INDOOR & OUTDOOR POOL STEP DETAIL N.T.S POOLS WALL SECTION & STRUCTURAL DIMENSIONS N.T.S. POOL RULES -There should be no solo swimming. or rough play. -No person under the influence of alcohol or -There should be no spitting or blowing -Persons with diarrhea illness or nausea -Persons with skin, eye, ear or respiratory should not enter the pool. -No glass allowed in the pool or on the deck. supervision. -You should take a shower before entering -This pool is open from __________a.m. in the pool is __________. -A first aid kit is located __________. device) is located __________. is ______________________ -State certification number____________. POOL RULES SIGN, TYP N.T.S -There should be no running, boisterous drugs should use the pool. nose in the pool. should not enter the pool. infections should no enter the pool. -Persons with open lesions or wounds -No animals or pets allowed in the pool. -No children should be in the pool without the pool. to __________p.m. -The maximum number of swimmers allowed -An emergency phone (or other notification -The certified Pool Operator at this facility 6" SQ. FROSTPROOF TILING @ WATERLINE 7" (MAX) WATER LEVEL DECK LEVEL ALL STEEL SHALL BE #3 BARS. AND FLOOR. BOND BEAM SHALL HAVE THREE #3 BARS PLACED HORIZONTALLY, STEEL SPACING SHALL BE 1'-0" ON CENTER EACH WAY IN WALLS CONT. STEEL SCHEDULE MAXIMUM TURNOVER TIME PER REGULATIONS, HOURS REQUIRED FLOW RATE PER REGULATIONS, G.P.M DESIGN FLOW RATE PER SQUARE FOOT OF FILTER AREA, G.P.M. DECK AREA, SQ. FT. DESIGN FLOW RATE, G.P.M. AT 55 FT. TOTAL DYNAMIC HEAD WATER VOLUME, GALLONS DESIGN FILTER AREA, SQUARE FEET FILTER AREA REQUIRED AT 15 G.P.M. PER SQUARE FOOT SCDHEC POOL CLASSIFICATION WATER SURFACE AREA S.Q. F.T. PERIMETER FEET AT WATER EDGE TECHNICAL POOL DATA 6 468 93 TYPE B DECK LIMIT, PERSONS MIN. AREA LIGHTING REQUIRED, WATTS 6 178 64 TYPE B POOL 0.5 62 30 TYPE D SPA EQUIPMENT RM. VOLUME, CUBIC FEET EQUIPMENT RM. EXHAUST FAN REQUIRED, C.F.M. (MINIMUM) BATHER LIMIT OUTDOOR 972 690 POOL INDOOR 3-1/2" WATER LEVEL DECK LEVEL 12" 36" 12" 12" SPA FLOOR DECK LEVEL 10-1/2" 10 5/8" 3-1/2" WATER LEVEL DECK LEVEL 12" 36" 12" 12" POOL FLOOR DECK LEVEL 10-1/2" 10 5/8" N.E.C 680-23(B)(2)(b): A#8 INSULATED GROUND WIRE SHALL BE RUN FROM NICHE INTERNAL GROUND LUG THROUGH PVC CONDUIT TO GROUNDING TERMINAL IN JUNCTION BOX. INTERNAL GROUND LUG SHALL BE PROTECTED BY ENCASEMENT IN AN APPROVED POTTING COMPUND. N.E.C. 680-21(a) REQUIRES THE JUNCTION BOX BE UL LISTED AND LABELED FOR USE WITH SWIMMING POOL UNDERWATER LIGHTS. N.E.C 680-26(a)(5): ALL METAL FITTINGS THAT PENETRATE THE POOL STRUCTURE MORE THAT ONE (1) INCH SHALL BE BONDED. N.E.C. 680-22(a)(5): ALL FIXED METAL PARTS WITHIN FIVE (5) FEET HORIZONTALLY OF THE INSIDE POOL WALL SHALL BE BONDED. SPA AUTO PUMP SHELF MOUNTED SPA AIR BLOWER SPA M.D. 4" SPA SKIMMER 2" TO SPA 3" FROM DRAIN 3" FLOW METER SPA FILTRATION SPA JET PUMP BOOSTER CONTROLLER & CHEM. FEED MULTI-PORT 2" AIR LINE TWO INLINE CK. VALVES ON BACKWASH LINE HEATER SPA SPA RETURN 2" POOL INDOOR FILTER FILTER FILTER VALVE MULTI-PORT VALVE MULTI-PORT VALVE TWO INLINE ON BACKWASH HEATER SPA OUTDOOR POOL INDOOR POOL 2" RETURN 2" MAIN DRAIN 2" SKIMMER 2" RETURN 2" MAIN DRAIN 2" SKIMMER F.D. DOOR LOUVERED LOUVERED DOOR PUMPS VALVE MULTIPORT B 5 5 5 5 5 SERVICE GATE HOSE BIBB TYP. HOSE BIB TYP. DECK LIGHT DECK LIGHT DECK LIGHT 3 FT TYP. DEPTH MARKER 5 FT TYP. DEPTH MARKER 5 5 STEPS LADDERS AND RAILS TO BE 1.5" DIAMETER, ADA COMPLIANT DECKS DO NOT DRAIN ONTO LANDSCAPE (DECK DRAINS PIPED TO STORMWATER CATCH BASIN) MERLIN DURA-MESH OR EQUIVALENT SAFETY COVER TO BE INSTALLED ON OUTDOOR POOL WHEN CLOSED FOR SEASON. A UNISEX BATHROOM WILL BE LOCATED AT THE INDOOR POOL AREA. ADDITIONAL SEPARATE BATHROOMS FOR MALE AND FEMALE ARE LOCATED WITHIN 300' WALKING DISTANCE FROM ALL POOLS AND SPA. THE FIRST 24" OF PIPING COMING FROM THE POOL HEATER SHALL BE COPPER. WHERE THE COPPER CONNECTS TO PVC PIPING, AFTER THE 24", PROVIDE A "COPPER TO PVC" CONNECTION. ROUND BRASS DECK DRAIN GRATES AROUND OUTDOOR SPA MODEL: NDS#910B REINFORCING STEEL: ASTM A615 GRADE 40, #3 REBAR. WATER LINE TILE - PO70 MORNING SURF BY DAL TILE, 6"X6" 15,330 4,978 1,103 1,552 STEPS 5 SKIMMER TYP. RETURN PIPE 1½" TYP. SKIMMER TYP. BROOM FINISH CONCRETE POOL & SPA DECK 5 5 5 5 5 NO LIFEGUARD HAND RAIL PIER TYP. 5 ESCUTCHEON WEDGE ANCHOR OVERFLOW FITTING UNDERWATER LIGHT NICHE BOND LUG SEALANT 4 4 1 1 LADDER HANDRAIL 1 1 1 1 WET NICHE 79206700 60028300 CUSTOM CUSTOM 78434100 S. R. SMITH EP-150 S. R. SMITH S. R. SMITH S. R. SMITH AS-200B PENTAIR PENTAIR PENTAIR PENTAIR 54-2037 S.S., 3 TREAD 1.5"DIA. ADA COMPLIANT S.S. 60" 3-BEND 1.5"DIA S.S., 4-1/2" DIA. 1.5" X 4", BRONZE LARGE PVC NICHE, 1" REAR HUB SCOTCHCAST 2135 SEALANT CLEAR LENS 2" X 4" FOR 2" PIPE INSIDER FITTING FOR 1.5" PVC 7.75"DIAMETER, ANTI-VORTEX PLATE 30"DIA. HIGH RATE SAND 4.91 S.F WALL RETURN INLET MAIN DRAIN SKIMMERS FLOW METER MULTIPORT VALVE PUMP, FILTRATION INDOOR POOL EQUIPMENT LIST 1 5 2 2 1 1 1 FILTER QTY. ITEM SP1054AV SP1082-FVE F-1000 RB MODEL NO. BLUE-WHITE PENTAIR 542002 HAYWARD PROD. HAYWARD PROD. WFK-3 PENTAIR PRAHER PENTAIR SM 20-3 TR-100 MANUFACTURER 2", 30 TO 300 GPM, DIGITAL W/EQUALIZER ASSEMBLY 2", 6 POSITION W/SIGHT GLASS 3 PHASE, 208/230/460 V. DESCRIPTION 73.5 GPM MAX. & EYEBALL FTG., ANSI RATED 108 GPM 7 SQUARE INCH OPEN AREA W/VARIABLE ORIFICE SIZES 300 WATT, 12 V., 30 FT. CORD 0.75 H.P., 65 GPM @ 55 FT. TDH TRITON ESCUTCHEON WEDGE ANCHOR HYDROTHERAPY JET UNDERWATER LIGHT NICHE BOND LUG SEALANT 2 2 2 HANDRAIL 1 8 1 1 WET NICHE 79206600 60028300 CUSTOM 78104200 S. R. SMITH EP-150 S. R. SMITH S. R. SMITH AS-200B PENTAIR PENTAIR PENTAIR PENTAIR 46540000 STAINLESS STEEL, 48" 3-BEND 1.5"DIA STAINLESS STEEL 1.5" X 4", BRONZE PLASTIC NICHE, 1" REAR HUB SCOTCHCAST 2135 SEALANT CLEAR LENS GUNITE VENTURI JET pH & ORP CONTROL WITH FLOW 24" HIGH RATE SAND SKIMMER FLOW METER PUMP, FILTRATION SPA EQUIPMENT LIST 1 1 1 1 1 FILTER QTY. ITEM WTC SP1082-FVE F1000 RB MODEL NO. BLUE-WHITE AQUASOL HAYWARD PROD. PENTAIR PENTAIR TR-60 MANUFACTURER 2", 30-300 GPM DIGITAL W/EQUALIZER ASSEMBLY 0.5 H.P., 47 GPM @ 55 FT. TDH DESCRIPTION 3.14 SQ. FT. FILTER AREA SENSOR, 120 VOLT. 100 WATT, 12 V., 30 FT. CORD 3 PHASE, 208-230/460 VOLTS PUMP, HYDROTHERAPY 1 PENTAIR 3 H.P., 148 GPM @ 55 FT. TDH 3 PHASE, 208/230/460 VOLT 62.8 G.P.M. MAX FLOW HEATER 1 RAYPOK CR266A-EN-C 266,000 BTU ASME RATED NATURAL WALL RETURN INLET 3 542002 PENTAIR INSIDER FITTING FOR 1.5" PVC CHEMICAL CONTROLLER CONTROLLERS, INC CHEMICAL FEED PUMP 2 D10 PULSAFEEDER PERISTALTIC, DOLPHIN SERIES AIR BLOWER 1 DR404 ROTRON 1 H.P. REGENERATIVE 208/230V 3 PH BLOWER INTAKE ASSEMBLY 1 516489 ROTRON INTAKE FILTER & SILENCER 12"x12" FRAME & GRATE W/F.G. SUMP MAIN DRAIN-FILTRATION & 2 SP1032 PAK2 HAYWARD ANSI RATED @252G.P.M. 68 SQUARE INCH OPEN AREA HYDROTHERAPY SUCTION & EYEBALL FTG. W/VARIABLE ORIFICE SIZES 37 TRITON WFK-12 6 GAS; ELECTRONIC IGNITION. 47 14.97 1150 1620 ESCUTCHEON WEDGE ANCHOR UNDERWATER LIGHT NICHE BOND LUG SEALANT 4 4 1 HANDRAIL 1 1 1 WET NICHE 79206700 60028300 CUSTOM 78434100 S. R. SMITH EP-150 S. R. SMITH S. R. SMITH AS-200B PENTAIR PENTAIR PENTAIR STAINLESS STEEL, 60" 3-BEND 1.5"DIA 1.5" X 4", BRONZE PLASTIC NICHE, 1" REAR HUB SCOTCHCAST 2135 SEALANT CLEAR LENS 24" DIA. HIGH RATE SAND PUMP, FILTRATION OUTDOOR POOL EQUIPMENT LIST 1 1 FILTER QTY. ITEM MODEL NO. PENTAIR PENTAIR TR-60 MANUFACTURER 0.5 H.P., 47 GPM @ 55 FT. TDH DESCRIPTION 3.14 SQ. FT. FILTER AREA 100 WATT, 12 V., 30 FT. CORD 208/230/460 VOLT, 3 PHASE 62.8 G.P.M. MAX FLOW WALL RETURN INLET 4 542002 PENTAIR INSIDER FITTING FOR 1.5" PVC & EYEBALL FTG. W/VARIABLE ORIFICE SIZES TRITON 7.75"DIAMETER, ANTI-VORTEX PLATE MAIN DRAIN SKIMMER FLOW METER CHLORINATOR MULTIPORT VALVE 1 2 1 1 1 SP1054AV SP1082-FVE F-1000 RB BLUE-WHITE HAYWARD PROD. HAYWARD PROD. BIO-LAB MA-18 PRAHER SM 20-3 2", 30 TO 300 GPM DIGITAL W/EQUALIZER ASSEMBLY EROSION TYPE W/FLOW METER 2", 6 POSITION W/SIGHT GLASS 7 SQUARE INCH OPEN AREA WFK-2 MULTI-PORT 1 SM-20-3 PRAHER 2", 6 POSITION W/SIGHT GLASS THERMOMETER 1 LINCOLN AQUATICS 21-120 30°-240° F RANGE. TRANSFORMER 1 T-1901 HYDREL 12 VOLT, 100 WATT WFK-2 TRANSFORMER 1 T-1903 HYDREL 12 TO 120 V., 300 WATT OVERFLOW FITTING 1 PENTAIR 54-2037 2"x4" FOR 2" PIPE 1 LADDER CUSTOM S. R. SMITH S.S., 3 TREAD 1.5"DIA. HEATER 1 RAYPAK CR336A-EN-C 336,000 BTU ASME RATED NATURAL GAS; ELECTRONIC IGNITION. pH & ORP CONTROL WITH FLOW 1 WTC AQUASOL SENSOR, 120 VOLT. CHEMICAL CONTROLLER CONTROLLERS, INC CHEMICAL FEED PUMP 2 D10 PULSAFEEDER PERISTALTIC, DOLPHIN SERIES TRANSFORMER 1 T-1903 HYDREL 12 TO 120 V., 300 WATT (SEE SITE PLAN FOR LOCATION OF CATCH BASIN, STORMWATER PIPING, AND RETENTION POND) THE INDOOR DECK SHALL BE A TILE SURFACE (SAMPLE AND MANUFACTURER'S TECHNICAL DATA PROVIDED) PENTAIR/RAINBOW NO LIFEGUARD ON DUTY 4 ----- COMPLIES WITH R61-51.C.28 ALL DECK AREA LIGHTING AND ELECTRICAL CIRCUITS WITHIN THE ENCLOSED/FENCE POOL AREAS ARE TO BE G.F.I. PROTECTED. 14 43 47 66 3.13 4.4 3.14 4.91 14.97 13.44 49 35 15 45 259 3.14 3.13 CHEMICAL STORAGE ROOM VOLUME, CUBIC FT. CHEMICAL STORAGE ROOM EXHAUST FAN REQ'D., C.F.M. (MIN.) 14 84 ADDITIONAL BATHROOMS FOR MALE & FEMALE BATHERS ARE LOCATED ON THE GROUND FLOOR WITHIN 300' OF ALL BODIES OF WATER. ANCHOR FOR HANDICAP LIFT SIGN TYP. SHALLOW WATER SIGN TYP. CHAIR NO LIFEGUARD SIGN TYP. SHALLOW WATER SIGN TYP. RULES SIGN & HOSE BIBB F.D. 15 MIN. TIMER EMERGENCY SHUTOFF F.D. F.D. F.D. DECK DRAIN(TYP. OF 3) NDS#910B NO LIFEGUARD SIGN TYP. SHALLOW WATER SIGN TYP. MUST HAVE A C.A.B. APPROVAL LIFE SAVING EQUIP. NO LIFEGUARD SIGN TYP. SHALLOW WATER SIGN TYP. LIFE SAVING EQUIP. FT 4 FT 4 FT 3 FT 4½' ANCHOR FOR HANDICAP LIFT CHAIR COPING PRE-CAST (TYP. ALL POOLS) 1/4" PER FT. DECK SLOPES 1/4" PER FT. DECK SLOPES 3" 3" 2" 3" 2" 2" 2" 3" 5 1' COPING LADDER 4" TRANSFORMER 5 CK. VALVES LINE EXHAUST FAN CATCH BASIN TWO CHECK VALVES 15 GAL MAX 15 GAL MAX 3/4" POTABLE WATER SUPPLY FROM APPROVED SOURCE (ASSE 1024 PROTECTED) 3/4" POTABLE WATER SUPPLY FROM APPROVED SOURCE 3/4" POTABLE WATER SUPPLY FROM APPROVED SOURCE STORM DRAIN CATCH BASIN TWO CHECK VALVES LOUVERED DOOR CHEMICAL STORAGE 3'-6"x3'-0" CHEM. STORAGE SHALLOW WATER NO DIVING ALLOWED 4" 6" 6" NO DIVING SIGN, TYP. N.T.S. 4" 6" 6" NO LIFEGUARD ON DUTY SIGN, TYP. N.T.S. NO LIFEGUARD ON DUTY SWIM AT YOUR OWN RISK POTABLE WATER POOL PUMP BODY ON EDGE 2" TILE SEE COPING DETAIL RESISTANT TEXTURE PRECAST CONCRETE COPING OFF-WHITE W/SLIP RESISTANT TEXTURE 4 4 HANDICAP LIFT CHAIR 1 SPECTRUM MP-400 MANUAL 400LB CAPACITY. ANCHOR W/LID 2 SPECTRUM 28510 BRASS ANCHOR W/LID ADA COMPLIANT SAFETY COVER 1 MERLIN INSTALL DURING WINTER MESH W/S.S. HARDWARE, S.S., 4-1/2" DIA. ADA COMPLIANT ADA COMPLIANT ANSI RATED 108 GPM ADA COMPLIANT CONTROLLER & CHEM. FEED PUMPS 7" ROUND GRATE FRAME & DRAIN L c MAIN 5" 5" 10.5" 3.5" 6" SQ. FROSTPROOF TILING @ WATERLINE WATER LEVEL DECK LEVEL PRECAST CONCRETE COPING OFF-WHITE W/SLIP RESISTANT TEXTURE 5" 5" 10.5" 3.5" 6" SQ. FROSTPROOF TILING @ WATERLINE 7" (MAX) WATER LEVEL PRECAST CONCRETE COPING OFF-WHITE W/SLIP RESISTANT TEXTURE 5" 5" 10.5" POOLS & SPA COPING DETAIL N.T.S. EXPANSION JOIN 5 ALL EQUIPMENT TO BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDED INSTRUCTIONS. BUILDINGS OR STRUCTURES AT THE POOL DECK LEVEL WITHIN TEN(10) FEET OF THE POOL WATER LINE THAT HAVE GLAZING MUST UTILIZE TEMPERED SAFETY GLASS OR OTHER SHATTER RESISTANT SAFETY GLAZING FOR ANY DOORS OR WINDOWS. WILKINS 950-1" DOUBLE CHECK VALVE ASSEMBLY. (ONLY POOL FILL WATER CONNECTIONS AND INDOOR AND OUTDOOR HOSE BIBBS ARE DOWNSTREAM FROM D.C.V) OVERFLOW CHECK VALVE IN DECK BOX EMERGENCY PHONE 2" PIPE CONNECT TO DECK DRAIN DISCHARGE OVERFLOW 2" PIPE CONNECT TO DECK DRAIN DISCHARGE CHECK VALVE IN DECK BOX (NO OVER FLOW REQ'D) < 1,500 GALS. BRICK 2" 15 GAL. MAX 15 GAL. MAX 2" *EXHAUST FAN VENTED THROUGH CEILING & ROOF. MAX. 15 GAL. LIQUID CHEMICAL CONTAINERS WILKINS 950-1" DOUBLE CHECK VALVE ASSEMBLY. (ONLY POOL FILL WATER CONNECTIONS AND INDOOR AND OUTDOOR HOSE BIBBS ARE DOWNSTREAM FROM D.C.V) SHOWER EMERGENCY TELEPHONE 35.2. The drinking fountain shall be wired in accordance with the NEC. protection association national electric code. 63.1. All wiring and grounding must conform to the NEC. OVER-ALL PLAN 3/16" = 1' - 0" EXTENSION 17 TH AVE. L O C A T I O N M A P INTERCHANGE HARBOR FANTASY US 501 MALL REALIGNED ROBERT M. GRISSOM PARKWAY SEABOARD ROAD SITE PINE ISLAND ROAD REALIGNED HARRELSON BLVD. US 17 BYPASS

Language	English
Drawing Type	Full Project
Category	Pools & Swimming Pools
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Glass, Plastic, Steel, Wood, Other, N/A
Measurement Units
Footprint Area
Building Features	Pool, Deck / Patio, Elevator, Car Parking Lot, Garden / Park
Tags	autocad, beach, details, DWG, full, piscina, piscine, POOL, Project, schwimmbad, swimming pool, usa