Loading...
HomeMy WebLinkAbout7954 Sail Clover Ln (4)Swimming Wire Road& Kosslk Road Zephyrh*111s, FL 335 0 Pasco County Location Map Scale: Not to scale DRAWING INDEX SHEET 1 - COVER SHEET SHEET 2 - NOTES & SPECIFICATIONS SHEET 3 - POOL SITE PLAN SHEET 4 - POOL PLUMBING PLAN SHEET 5 - POOL LAYOUT & RADIUS PLAN SHEET 6 - POOL PROFILE & DETAILS SHEET 7 - POOL EQUIPMENT DETAILS SHEET 8 - POOL BONDING PLAN Sheet of 8 r� Cr) v cn � � 0 0 Uo� N Ct� U N 2 I # I Revision Descr Dtion I Date Date: February 14, 2019 Drawn by: zoo ALL iNCRK -SHALL COS NG CODE NATIONAL CODES RIDA EU NATIONAL ELECTRIC CODE, AND THE t OF UPHYRHILLS FEB i ORMNAN REVIEW DATES CITY C�INERHI PLAN l FENCE: Florida Building Code requires that all public pools shall be surrounded by a minimum 48" high fence. The fence shall be continuous around the perimeter of the pool area that is not otherwise blocked or obstructed by adjacent buildings or structures and shall adjoin with itself or abut to the adjacent members. Access through the barrier other than from doored exits of adjacent building(s) shall be through self -closing, self -latching, lockable gates of 48" minimum height with the latch located a minimum of 54" from the bottom of the gate or at least 3" below the top of the gate on pool side. Gates shall open outward away from the pool area. GENERAL NOTES: 1. Structure suitable when empty for ground water not higher than 6" above main drain. 2. Permanent Tile depth markers, minimum 4" high with contrasting color, slip resistant flush on deck or top of beam not more than 2 feet from water edge and inside back of gutter (glaze minimum 4" high. 3. Permanent Red International NO DIVE Tiles, non -slip flush minimum 4" high, on top of the deck not more than 2 feet from water edge every 25 feet of perimeter maximum see detail. 4. All equipment shall have NSF, UL, or appropriate approval. 5. All electrical, grounding, wiring & bonding to comply with Florida building code FBC 2017, 6th Edition, Chapter 27, NEC 2014, Section 680 and 680.26(C). No overhead power within 10 feet. Electrician can must certify compliance to engineer. NEC 680.26(C) requires that all parts specified in 680.26(B) shall be connected to an equipotential bonding gridwith solid copper conductor, insulated, covered. or bare, not smaller than 8 AWG or rigid metal conduit of brass or other identified corrosion -resistant metal conduit. Connection shall be made by exothermic welding or by listed pressure connectors suitable for the purpose and are of stainless steel, brass, copper, or copper alloy. 6. Pool make-up water is from an approved source with air gap. 7. No direct connections between water and sanitary systems, minimum 3" gap. 8. Vacuum breakers on all hose bibs in pool area. 9. Minimum T vertical clearance above deck and pool water, 10. No food or drink services to be within 12 feet of inner edge pool deck. 11. Walkways between pool and sanitary facilities shall be impervious, slip resistant for the first 15 feet from pool water edge. 12. If night swimming is allowed, overhead lighting shall provide at least 3 foot candles of illuminations at the water and wet deck level. 13. Overhead illumination of 30 foot candles at floor level in equipment room. 14. Owner to provide storage of chemicals under roof, protected from access by unauthorized persons. 15. Owner to provide traffic barriers at deck if needed. 16. Main drain(s) to meet ANSI/APSP 16 NSF50, 64E-9 and comply with Virginia Graeme Baker Act. 17. Feeders to be interlocked with recirculation pump. 18. Pipe: PVC schedule 40 NSFpw 19. Gauges: 2" minimum; 0-60 psi. 20. Test Kit; Taylor 2006 or Equal 21. All electric and ground to meet NEC or local code. 22. The equipment area or collector tank or chemical containers shall not be accessible to unauthorized individuals. 23. Install new equipment and plumbing per manufacturers instructions. 24. Plastic pipe subject to a period of prolonged sunlight exposure must be coated to protect it from ultraviolet light degradation 25. ALL EQUIPMENT MUST BE LABELED AND EASILY READ, THIS INCLUDES THE FLOWMETER. 26. All equipment (pumps, motors, pressure gauges, valves, auto and manual fills, piping, filters, flow indicators and flow meters ) must be operating properly before calling this office and/or the Health Department for inspection. 27. Lighting certification is not part of this submittal. Contact a Lighting or Electrical engineer for certification. 28. Direct access to equipment is required. 29. The equipment pme nt n qu enclosure, area or room floor shall be of concrete or other nonabsorbent material having a smooth slip -resistant finish and shall have positive drainage, including a sump pump if necessary. 30. Equipment rooms shall either forced draft or cross ventilation. 31. Pool and Bathhouse electrical outlets to be GFCI with trip points 6mA or less with cover. 32. Pool chemicals to be stored away from other materials in a cool, dry, ventilated area with restricted access. 33. Only NSF-60 approved chemicals shall be provided 34. Pool to have Shepherd's Hook, Straight Pole, Ring Buoy for safety equipment. 35. The deck must not have pits and crevices more than 6" deep. 36. A flow meter shall be provided with properly located and proper clearances upstream and down stream. 37. A gate to the equipment area must be provide within 10' of the equipment area. 38. The equipment room area must provide clearances for all equipment as prescribed by the manufacturer to allow normal maintenance and removal. 39. All equipment meets NSF/ANSI Standards 50-2007. 40, Recirculation pump must have a hair and lint strainer. 41. All exposed PVC piping will be painted for UV protection. 42. The plans meet FBC 2017, 6th Edition, Section 454.1. 43. The plans meet 2014 National Electric Code 44. All depth markers are to indicate actual depths within 3". 45. Horizontal tile used in less than 5' (1524 mm) of water must be slip resistant. POOL INFORMATION Area: 2,490 Square Feet Design Flow Rate: 375 GPM Perimeter: 252 Linear Feet Deck Area: 2,175 Square Feet Capacity: 78,500 Gallons Unit Count: 500 Non -Transient Units Turnover: 3.5 Hours Pool Filter: AquaWorx Vacuum D.E., (42) Grids, 4.5 SF. EA., 189 SF. Total 378 GPM Capacity Pool Recirculation Pump, Pentair EQ-750, 7.5 HP, 375 GPM @ 50' TDH Pool Vacuum Pump: Pentair Max-E-Pro, P6E6E-206L, 1.0 HP Secondary Disinfection: Hayward 11.0 Saline System Chemical Feeders: Stenner 45M5 (cL), 50 GPD Stenner 45M3 (pH), 10 GPD Valves: Proportional fI w ball globe, or butterfly for return line, main drain, gutter andheate r by-pass or approved equal, otherwise gate.Feeders to be wired with failure proof interlock with the recirculation pump. Pipe: PVC Schedule 40 NSFpw Level (Static) Line Grate: SP1019 Gutter: Pentair 540063 (2" X 4") Main Drain: 18"x18" VGB Compliant Flow Meter: Blue White CF30600P Inlets: Hayward SP1425 170-1100 GPM Escutcheons: Frost 41661 Flow Range Lights: Pentair 5G Intellibrite, White LED Anchors: Hayward SP1392 NEC 2014, Section 680.26 Transformers: Area Lighting LG-300/12 Volt Florida Building Code 2017 Chapter 27 Leaf Skimmer: Lion 1010 Life Ring: (2) 24" W/ 30' Throw Line, Jim Buoy Vacuum Head: Rainbow 214 Hook: (2) Rainbow 153 Brush: A&B 3004 Test Kit: Taylor K-2006 Vacuum Hose: Plastiflex Ladder: Smith LFB-36B Shell: Concrete, 3,500 P.S.I., 28 Day, Tread: 6" Maximum from wall, 3" Minimum from wall. Rigid Construction Crossed braced stainless steel, slip -resistant treads, 28" Steel: ASTM GR40, A615 minimum above deck. Must have caps or bumpers that Poles: (3) Jed, 16' Straight rest firmly against pool wall. Heater: (2) Lochinvar ERN-402 Finish: Floors and walls shall be white or pastel in color 399,000 BTU Each and shall have the characteristics of reflecting rather ADA Lift: S.R. Smith AXS-2 than absorbing light. The finish coating shall have a dry lightness level (CIE L Value) of 80.0 or greater and a wet luminous reflectance value of (CIE Y) value of 50.0 or greater, as determined by the test results provided by the manufacturer, utilizing testing methodology from American Standard ASTM D4086, ASTM E1477, ASTM E1347. THE POOL, DECK AND EQUIPMENT SHOWN ARE DESIGNED TO MEET THE REQUIREMENTS OF THE FOLLOWING APPLICABLE CODES: DEPARTMENT OF HEALTH (DOH) 64E-9 FLORIDA ADMINISTRATIVE CODE FLORIDA STATUTES, CHAPTER 514 FLORIDA BUILDING CODE 2017, SIXTH EDITION FLORIDA PLUMBING CODE, 2017 NATIONAL ELECTRIC CODE (NEC) 2014 NATION FIRE PROTECTION ASSOCIATION 2014 (NFPA) 70 (Update) NATION FIRE PROTECTION ASSOCIATION 2015 (NFPA) 101 POST POOL RULE SIGN NO DIVING NO GLASS OR ANIMALS IN THE FENCED POOL AREA NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK SHOWER BEFORE ENTERING POOL DO NOT SWALLOW THE POOL WATER MAXIMUM POOL BATHING LOAD: 75 PERSONS POOL HOURS: DAWN a.m. TO DUSK p.m. (until lighting certified) SEE NOTE 3 *NOTES: 1) NO NIGHT SWIMMING ALLOWED PRIOR TO PROVIDING THE DOH WITH AN ENGINEER'S APPROVED DECK ILLUMINATION DESIGN AND PHOTOMETRIC CALCULATIONS STUDY AND RECEIVING APPROVAL FROM THE DOH FOR NIGHT SWIMMING. 2) OWNERSHIP MAY ADD ADDITIONAL RULES TO SIGN. 3) POOL RULES LETTERS TO BE 1" HIGH MIN. EXCEPT "NO DIVING" SHALL BE 4" HIGH MIN. RESTROOM LOCATOR SIGN REST ROOMS i PROVIDED BY OWNERSHIP RESTROOMS - 4" BLOCK LETTERS h 1" BLOCK LETTERS �" n 0 4-1 Cv LETTERING TO BE n � c V W DARK AND N CONTRASTING TO • �.� BACKGROUND,,, ( /� L/ J W 4-5 U U • r--oI Outside access to facilities shall be provided for bathers at outdoor pools and if they are not visible from any portion of the pool deck, signs shall be posted showing directions to the facilities. These directions shall be legible from any portion of the pool deck and the letters shall be a minimum of one inch high. Walkways shall be provided between the pool and the sanitary facilities, and shall be constructed of concrete or other nonabsorbant material having a smooth slip resistant finish for the first 15 feet of the walkway measured from the nearest pool water's edge. Floors: smooth, non -slip, impervious, pitched to floor drains, cove wall to floor, no carpet, duckboard or footbaths. Provide permanent towel, tissue, soap dispensers and waste baskets. Labe! doors. Install hose bib w/ vacuum breaker, either in resorts or outside nearby. Water shall be from an approved potable source with air break. Diaper changing tables shall be provided at facilities that cater to families with small children. NOTE: Restrooms are located within 200 FT walking distance of pool waters edge. RESTROOM FACILITIES: • ARE WITHIN 200 FEET WALKING DISTANCE FROM THE WATERS EDGE. • SHALL BEAT LEAST AS INDICATED ON THE FOLLOWING TABLE: y TOTAL AREA IN SQ. FT. MEN'S RESTROOM URINAL W/C LAVATORY WOMEN'S RESTROOM W/C LAVATORY 0- 2,500 1 1 1 1 1 2,501 - 5,000 2 1 1 5 1 5,001 - 7,500 2 2 2 6 2 7,501-10,000 3 3 1 3 1 9 1 3 Sheet 20f 8 V 4-j v U 3 C) 4-1 CI00 M `S m 00 w �r LCU - CU CD c W Q� R C� • ,---1 � � r N cry 0) 00 w a J w 4 I c G N o o a a U i� 1\GV1�71 VII Descri tion Date Date: February 14, 2019 Drawn by: ZJ O i fry. Lr.....,-... f SITE PLAN NOTES: 1. RINSE SHOWER SHALL BE PROVIDED ON THE POOL DECK WITHIN THE PERIMETER OF THE FENCE. 2. HOSE BIBB WITH VACUUM BREAKER REQUIRED ON DECK. 3. WASTE TO STORM COLLECTION SYSTEM WITH AIR GAP, MEET LOCAL CODES, PAINT EXPOSED PVC. EACH WASTE LINE SHALL HAVE A UNIQUE AIR GAP. WASTE LINES FROM DIFFERENT SOURCES SHALL NOT BE TIED TOGETHER, BUT MAY DISCHARGE INTO A COMMON SUMP OR RECEPTACLE AFTER AIR GAP. (CONTRACTOR TO PROVIDE) 4. CONFIRM LOCATIONS AND ELEVATIONS WITH THE OWNER AND LANDSCAPE CONTRACTOR. 5. NO FOOD OR DRINK FACILITIES WITHIN 12 FEET OF POOL 6. PROVIDE A HOSE BIBB WITHIN 25 FEET OF THE RESTROOMS 7. PROVIDE DIRECTIONAL SIGNS TO RESTROOMS 8. NO RECLAIMED WATER SHALL BE USED AS AN IRRIGATION SOURCE FOR THE PLANTER AREAS ALONG THE POOL DECK 9. PAINT ALL EXPOSED PVC. 10. CONTRACTOR TO PROVIDE A MINIMUM 48" OF CLEARANCE AROUND THE POOL PERIMETER. THIS CLEARANCE DISTANCE NEEDS TO BE PROVIDED AND MEASURED FROM THE OUTSIDE FACE OF ANY STEP RAILS AND LADDER ANCHORS. 11. POOL WET DECKS SHALL BE UNIFORMLY SLOPED AT A MINIMUM OF 2% AND A MAXIMUM OF 4% AWAY FROM THE POOL OR TO DECK DRAINS TO PREVENT STANDING WATER. TEXTURED DECK FINISHES THAT PROVIDE PITTING AND CREVICES OF MORE THAN 31' DEEP THAT ACCUMULATE SOIL ARE PROHIBITED. IF SETTLING 16 OR WEATHERING OCCURS THAT WOULD CAUSE STANDING WATER, THE ORIGINAL SLOPES SHALL BE RESTORED OR CORRECTIVE DRAINS INSTALLED. Site Plan Scale: 1/8" = 1'-0" A LEGEND E ELECTRICAL SUPPLY S WASTE LINE P POTABLE WATER SUPPLY r'POOL RESTROOMS TO BE PROVIDED � WITH HOSE BIBBS WOMENS MENS POOL EQUIPMENT PACK 9 POOL SAFETY EQUIPMENT (1 OF 2) 48" MIN HIGH FENCE - (SEE HARDSCAPE PLANS FOR DETAILS) POOL COLLECTOR TANK �M-Jlm POOL EQUIPMEN EQUIPMENT AREA HOSE BIBB WITH VACUUM BREAKER L CHEMICAL Clubh.''us , "� PLANTER V. 1h I E 0 1.1 H 0 C-1 0 E M POOL SAFETY EQUIPMENT (1 OF 2) 48" MIN HIGH FENCE (SEE HARDSCAPE PLANS FOR DETAILS) Sheet 3 of 8 20 C) 06 4 00 a ' �w^ a o .N O 4-1 g a N On c r u. W N o 0 W {� Kevi'sion �``� # rD npg rintinn ate Date: February 14, 2019 Drawn bv: zJo E! 3 �• V u 0 Rs m a� > . c a> c., 2„ Dia 00 2" Dia r� � co • Dia _ " Dia 6„ Dia LEGLN� 3" Dia " Dia 2" Dia 3" Da 3" Dia N • � t'rS N t3 O O .. ' � ` Cr p C--I CA NI 9 l� E W 4-5 i �� m O z m u 1/2,, • r� ( 4; nl 1 1/2" Dia Dia 1 112" Dia r-1 btJ 4" Dia . '..� 2" Dia � J "`t V/ wr 9 l� ti 3" Dia 4" Dia 3" Dia m , 1 !` , GUTTER AT LOW POINT FLUSH �s� NOTES1 LOCATE 10' OC MAX 1, DEPTH MARKERS TO INDICATE ACTUAL c� <' DEPTH WITHIN 3 INCHES" ' 2'° ALL CORNERS TO HAVE A MINIMUM. R° RADIUS, r a a \ HANDICAP LIFT LOCATION . T t F FLOOR ADJUSTABLE 40 FLUSH INLETS ti 2 a { A/ MAIN FLOOR DRAIN O TO MEET ASME/ANSI ry , A112 19-8-2009 C%? ..NSF50, 64E-9 \ (5'-0" DEEP)INN ' 4" Dia �„MCIi h- C3 =� % c� N w s �` cn a 00 s w r w N Q 2`'' Dia fl Q U POOL PLUMBING PLAN - SCALE: 1 I4" _ � �Revision # Description Date Date. February 14, 2019 MAXIMUM FLOW VELOCITIES (GPM) FITTING LOCATIONS AND PIPE ROUTING Sheet 4Of 8 Drawn by: DO _ ARE SHOWN IN SCHEMATIC FORM TO IIi�TI � GRAVITY SUCTION � ILLUSTRATE DESIGN AND INTENT. PIPE PRESSURE INFORMATION NOT SPECIFIED OR 1. 17 33 5 DETAILED IS ABLE TO BE ADJUSTED BY .0 5 THE POOL CONTRACTOR TO FACILITATE 30 5 132 22 INSTALLATION OR ADJUST TO FIELD CONDITIONS 4,0 11 23 2 6.0 264 52 51 ,0 470 40 1,7 HYDRAULIC DESIGN MEETS FBC 2017 6TH EDITON 'GRAVITY, M FLOW, IN OPT, T .0 PPS SUCTION,FLOW, N GPM, AT .0 FPS 'PRESSURE, MAXIMUM FL OW, , N GPM, ; T 10.0 FPS C5) LIGHTCS;> C1) MAIN DRAIN C21> FLOORRETURNS Cl) LEVEL C27 VACUUM FITTING a�`r-siN DEPTH MARKERCSI MARKER(S) C11) NCI DIVING" � C28? GUTTERS C2> LADDER I.....: 1 ... 8;; ,. r !. LEGEND _....— CJ. ._.... _ . z ` V i bCn oo a- — _-- _... GO 1 ,` , 1 ._ 4 f cz,--1 - - C) i 31 ti r I /Y 4 r` , �a 1 y J' N❑TESi ......_._ ........ INDICATE ACT DEPTH 11111, PT A L WITHIN 3 INCHES ❑ `{ G'—L` 2 L CORNERS T❑ HAVE AMINIMUM' NDI AL i RADIUS. „ i — l f F I l I 1t7" BASELINE BASELINE to 4 rt 4„ ; y . "- ; : Iy � t .............................................. . . .... . ........ . ....... ., I ............... —7 . ........ .. ....... ... j f 4'-5 1 , aI` % / r F. L LAYOUT PLAN -, SCALE: 1 /4" = 1' *' O L �k W aX.s2 G Lift W `"" W ----...------ - --- ;a "ftte aXs2 is a low profile pool lift that is an ideal access: solution p fa community and hosp tality Swimming pools, Comp ct design requires minimal deck space 300lls f36kg lifting capacity d zi 360 rotation for transfer safety and flexibility W Integca`ied armrests :. Q a = Sturdy and generous i utomolded seat . L:*t {3e aeo - Intelligent Controller with 29V battery — 1`ull range of operation `turn handset and control box ,. x, C;onvet9ien. y ships in twc> kaoaam_s g�1 Revision x # Description Date 310-0000 aXa2 `102 Jos 5T 19, 14. j ..PxRY P`tRT '. �.. � 4Ca � ta0err< 4F3cnt 3Uc.�ri � 3 Moo pr4wi g cxx:noom 810.0000R A W^2 Round Post Without anchor 16 ;azi" �+ Z c a o Q' a::ba wl^ true+/dikhr r GFfM tc`,(71 gC.lni x i a , • < 5t ins 62v°: su7Y 23kg 78cm 51cm 146c'( mo-LC,03CN aYs2. with Caddy, without anchor �. Qrly available with fioies p' lift kiss models: • M." 31r-IX'X'0,ndwIm b.81, � d+arte� berry �X nsoktctt " ArA.r let-=R ;t h8nd,,,,nm,1, , Iffl. i 3IQ-00ilOC staoW s e xx soCkat Wfth coxes, fcotmt ama,W wd 8t a Moody t'.rdds 3i4`Y)W{YM13 arv33iE'-WQili.N clNne vriftkt,d3 LiRLc.Cek FvTd>n46+Rf tPi,'.vtit of 8¢Y2:6 sd iYts�tGkcj 3 I 0-0000CN . Modd 310-t;t�raft s g ti t in arr ft r wiara wW, s o� a.W H).61 dwp • fXsa Gaddy m1jy swaitat,Ni x. th F'cxz Sft txxdwa ami a1" i:I 8"A.3 Date: February 14 2019 Parts Accessorlea- 100€44SLiftOperatorBattery 900-6000S#abilitxStrap r f 300 6200i L 1tLocc Anchor &Cap 900-1000 Seat Be t Sheet 5 of S Drawn by: zoo I k 1 r 970 ;O�cr Sea. Saver Cover • 3C'.0 6200 7t 1 iiFt! o k Anchor 170-3O fOA Armrest Replacement (paio Replaceme'7c Cap : . r �+"....max RX900a Cukr J —� rt c j Locking anchor secures fife. to deck BASEUNE BASEUNE BASEUNE__________ : - • tt 9 �; ,,.,, °�• ' 1 y� S.KSmth, LLC PO. Box dtl0. Canby, OR 97013 Irt /!. F 503266Z31 Tf 800:£t?.4397 srsmith.com POOL RADIUS PLAN POOL HC LIFT DETAIL SCALE: 1 /8" = 1' SCALE: N.T.S. C5) LIGHT(S) «� Mary BRAIN (2ll FLOOR RETURNS C19 LEVEL t► C2) VACUUM FITTING. aFT-sN DEPTH MARKER(S) C11) "N❑ DIVING' MARKER(S) t28) GUTTERS C2) LADDER 21 4( HOOK FOR SHEPHERDS 16' POLE AND SHEPHERDS kNT MARKERS TO WITHIN 3" OF BOTH THESE ACTUAL DEPTHS' 42" STEP -4X6 ALUMINUM POST, POWDER COATED RAL 9006, WHITE ALUMINUM, TOP BEVELED, SEE DETAIL SAME PAGE HOOK FOR ROPE WITH A SUFFICIENT AMOUNT TO REACH ALL PARTS OF THE POOL -16' POLE AND SHEPHERDS HOOK -LIFE SAVER LIFE -SAFETY EQUIPMENT MUST BE LOCATED FLUSH WITH POOL DECK r� CONCRETE FOOTER k \` \ SEE STRUCTURAL DRAWINGS 4X6 ALUMINUM POST, POWDER COATED RAL 9006, WHITE ALUMINUM, TOP BEVELED, SEE DETAIL SAME PAGE 16' POLE AND SHEPHERDS HOOK HOOK FOR ROPE WITH A SUFFICIENT AMOUNT TO REACH ALL PARTS OF THE POOL LIFE SAVER N ZiV POOL RICK. CONCRETE FOOTER SEE STRUCTURAL DRAWINGS Life Safety Equipment Scale: Not to scale. 3'-6" 6" MIN. Transverse Pool Section, Deep Portion Scale: Not to scale. MARKERS TO WITHIN 3" OF BOTH THESE ACTUAL DEPTHS 2r-6" MIN. STRAIGHT WALL j R6" 1 MAX. Transverse Pool Section, Shallow Portion Scale: Not to scale. TRUNK PIPE _ (AS INDICATED ON POOL PLUMBING PLAN) ADJUSTABLE FLUSH FLOOR RETURN HAYWARD SP1425 Adjustable Floor Return Detail Scale: Not to scale. 87'-6"± N. Section A -A Scale: Not to scale. 1211 COPING (CONFIRM) 6" FLAT SMOOTH GLAZED TILE BULL NOSE COPING PAVER DECK: NON SLIP, IMPERVIOUS SMOOTH DECK, PITCH AWAY 1 /4" PER FT. MIN. 1 /2" PER FT. MAX. 12" VACUUM FITTING 6" MIN.` WALL \//1, WALLS VERTICAL +/- 5' WALLS OF POOL TO BE RIGID MATERIAL. CONCRETE/GUNITE/ : N SHOTCRETE, 6" THICK, 3,500 PSI MIN. \ WITH #3 REBAR, 12" O.C.E,W. 15" MIN, LAP NOTE: STRUCTURAL SUBJECT T SUITABLE SOIL CONDITIONS IF SETTLING OR WEATHERING OCCURS THAT WOULD CAUSE STANDING WATER, THE ORIGINAL SLOPES SHALL BE RESTORED OR 12" GUTTER "im 1211 r MAX. I 18" MIN. BULLNOSE WATERLINE SLIP -RESISTANT TILE 12" MIN. - 12" MAX. (OWNER TO PROVIDE COLOR AND SIZE) UNDERWATER POOL LIGHT EXPOSED AGGREGATE SLIP -RESISTANT (OWNER TO CONFIRM COLOR) 2„ 6" MIN. FLOOR CLEAR r 3# REBAR @ 12" O.C.E.W. CORRECTIVE DRAINS INSTALLED, �'� `r�� 311 x f; CLEAR Gutter, Wall & Floor Detail Scale: Not to scale. 4'-0" (48") MIN. CLEARANCE 30" BEHIND LADDER 28" 4( X/� �� WATERLINE WALLS VERTICAL +/- 5° ANCHOR 23 12" } 12" MAX CUSTOM LADDER: SR SMITH CUSTOM, STAINLESS STEEL TREAD: 6" MAX. FROM WALL, 3" MIN. FROM WALL CROSS BRACED, SLIP -RESISTANT TREADS, 28" MIN, 36" MAX. ABOVE DECK. FRAME, 1.90" OD X .065", TYPE 304 STAINLESS STEEL, WITH WHITE RUBBER BUMPERS. STEPS, ACRYLIC PLASTIC AND HAVE SLIP -RESISTANT TOP SURFACE, ESCHUTEON (#EP-1 OOF) STAINLESS STEEL. ANCHOR ASSEMBLY:: AS- 100B (SEE SPEC SHEET FOR SRS-908) Ladder Detail, Model ##10135 Scale: Not to scale. SEE LADDER DET SEE MAIN DRAIN DET 51 SLIP -RESISTANT 6"X6" MARKER TILE WITH 4" LETTERING BRICK COPING PERMANENT, SLIP -RESISTANT, RED "NO -DIVING" INTERNATIONAL SYMBOL INSTALL MARKER AND NO DIVING TILE ON DECK. TO BE SLIP RESISTANT 12" WIDE BEAM WITH BRICK COPING POOL SIDE NOTE: DEPTH MARKERS AND NO DIVING TILE NOT TO BE MORE THAN 24" FROM WATERS EDGE. DEPTH MARKERS TO BE ON DECK AND INSIDE POOL AT WATER LINE. i ��xr+.s ! ♦ i ! ' � . t Depth Marker Details Scale: Not to scale. 2" I.P.S. HYDROSTATIC- -� RELIEF TUBE (IF REQUIRED) GRAVEL ROCK BED Pool Maul Drain Detail (IF REQUIRED) Scale: Not to scale. 18;"x18" VGB COMPLIANT FLOOR MAIN DRAIN TO COLLECTOR TANK FIBERGLASS DRAIN SUMP (SEE DETAIL THIS SHEET 3" PLUG Sheet 6 of 8 V 4-1 U Cll (n � 00 O Q -i cj ' O r� 4-1 v7 0v V r-I �-i Q� o C V1 rn LO 00 Lij Cl cn -1 r ul 4 cv 0o N d a U IY /� Kevlslon # npczrr ntinn Date Dater February 14, 2019 Drawn by. z-10 90 80 70 60 L 50 0 40 1— 30 20 10 0 0 60VA ELECTRICAL PANEL 3" TO HEATER - PENTAIR EQ SERIES PERFORMANCE CURVE EQ750 100 200 300 400 FLOW RATE IN U.S. GPM RECIRCULATION PUMP CURVE i RESERVOIR RESERVOIR LABELED: LABELED: �pH I)) ( ( "CHLORINE" , Samoan lnooin Samoan lnnonn loon®® lioonn Sonoma ®non®i MUM== !►'onnn lt�nonn !l_nnn lnkinon !IIIIIIIIIIIII\Mnno ►!n!\non NEW inn Mm"Im" n a Lma\nn !n!\�inn !®loin lonLu liiEL7nn linn 020mmn lnnnni looinn 2 FIELD CAST 6" THICK, 25( CONCRETE FOOTING UNDER STEEL FRAME & COVER F DE SEPARATION TANK (TYP) 5'-0" EQUIPMENT COVER SIDE ELEVATION 3"' FROM HEATER 4" FROM SALT 0 rwvviwu rrc 6" FILTER RETURN SERVICE LIGHT 2" TO WASTE (TYP) THERMOMETER SALINE POWER GENER ❑ CHEN 0 0 0 o t{ I AYWAl SALT C£l 0 0.: 0 0 0 0 0 0 VA 0, 0 0 0 00 co 6" RECIRC PUMP SUCTION L 2" VACUUM 3' TO SALT RECIRCULATION PUMP 2" TANK DRAIN A" DR9:rf1A7 2" VACUUM TO FILTER J COMPONENTS ID - PLAN SIDEWALL VENT (TYP BOTH SIDES) 1" x 1" STEEL FRAME I FRAME ON BRICKS AS NEEDED #TOR ICAL INJECTION POINTS pH FEEDER :HLORINE FEEDER 'UUM PUMP 11'-0" EQUIPMENT COVER PLAN E FIXTURE SCHEDULE: AIR GAP COUPLING OR SUMP WASTE LINE AIR GAP DETAIL FILTER TANK COMPONENTS ID - PLAN FILTER TANK FRONT ELEVATION MARK DESCRIPTION VOLTAGE MANUFACTURER & MODEL NO. MAIN LUG BREAKER PANEL (20 CIRCUIT) 120/240V EATON, BR2024N125R B RECIRCULATION PUMP 230V PENTAIR EQ750, 7.5 HP C VACUUM PUMP 115/230V PENTAIR, MAX-E-PRO, P6E6E 206L 1HP' OD 100 WATT SERVICE LIGHT FIXTURE 115V INTERMATIC, VPXG11GCI 100W CHLORINE FEEDER PUMP 115V STENNER, 45M4 OF ACID FEEDER PUMP 115V STENNER, 45M3 J GFCI 115V PASS & SEYMOUR H GFCI 115V PASS & SEYMOUR \ / SALINE GENERATOR 115V HAYWARD 11.0 SALINE GENERATOR 4" 4° I GRID :LOW WITH %LVE -TER TANK ELECTRICAL SPECIFICATIONS FEEDER & CIRCUIT SCHEDULE: NOTES: 1. PLUMBING - ALL PIPE & FITTINGS SHALL BE SCHEDULE 40 PVC PER ASTM D1785 AND N.S.F. APPROVED AND STAMPED FOR POTABLE WATER APPLICATIONS. JOINTS TO BE SOLVENT WELDED PER ASTM D2855, ALL PLUMBING AND MATERIALS TO CONFORM TO FLORIDA BUILDING CODE 2017 SIXTH EDITION. 2. ELECTRICAL - ALL ELECTRICAL EQUIPMENT WIRING, INSTALLATION AND GROUNDING OF POOL COMPONENTS SHALL CONFORM TO NATIONAL FIRE PROTECTION ASSOC. 70, NATIONAL ELECTRICAL CODE (N.E.C.) LATEST EDITION AND ALL APPLICABLE LOCAL CODES. CHEMICAL FEED PUMPS TO BE INTERLOCKED WITH THE RECIRCULATION PUMP. 3. EQUIPMENT - ALL PUMPS, FILTERS AND DISINFECTION EQUIPMENT SHALL BE TESTED AND APPROVED BY THE PERTINENT MANUFACTURER USING THE NSF/ANSI STANDARD 50 AND LISTED AS APPROVED BY THE NSF. 4. THE FILTER ROOM FLOOR IS SLIP RESISTANT AND SLOPED TO FLOOR DRAINS 5. ALL PLASTIC PIPING SUBJECT TO PROLONGED SUNLIGHT EXPOSURE MUST BE COATED TO PROTECT IF FROM ULTRAVIOLET LIGHT DEGRADATION. 6. EACH WASTE LINE SHALL HAVE A UNIQUE AIR GAP. WASTE LINES FROM DIFFERENT SOURCES (E.G. POOL, SPA, OVERFLOW, SUMP PUMP) SHALL NOT BE TIED TOGETHER BUT MAY DISCHARGE INTO A COMMON SUMP OR RECEPTACLE. 7. THE WASTE LINE MUST BE CONNECTED TO AN APPROVED WASTE DISPOSAL SYSTEM ACCORDING TO LOCAL OR STATE CODES. 8. ALL COLLECTOR TANKS SHALL HAVE COVED INTERSECTIONS AND SLOPE TO THE TANK DRAIN. 9. AN AUTOMATIC AND MANUAL WATER MAKEUP CONTROL MUST BE PROVIDED TO MAINTAIN THE WATER LEVEL AT THE LIP OF THE OVERFLOW GUTTER OR AT THE MOUTH OF THE RECESSED AUTOMATIC SKIMMERS AND MUST DISCHARGE THROUGH AN AIR GAP INTO A FILL PIPE OR COLLECTOR TANK. OVER THE RIM FILL SPOUTS ARE PROHIBITED_. 10. A RATE OF FLOW INDICATOR, READING IN GPM, SHALL BE INSTALLED ON THE FILTER RETURN LINE. THE RATE OF FLOW INDICATOR SHALL BE PROPERLY SIZED FOR THE DESIGN FLOW RATE AND SHALL BE CAPABLE OF MEASURING FROM ONE HALF TO AT LEAST ONE -AND -ONE-HALF TIMES THE DESIGN FLOW RATE. THE CLEARANCES UPSTREAM AND DOWNSTREAM FROM THE RATE OF FLOW INDICATOR SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION SPECIFICATIONS. 11. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE - SIXTH EDITION WASTE LINE FROM POOL FILTER TO STORMWATER COLLECTION SYSTEM CONDUCTORS MARK PHASE NEUTRAL GROUND CONDUIT REMARKS QPANEL FEED 246 1- #6 1" UL SEALTITE 2 -#12 1- #12 1/2" SEALTITE TO PANEL 1412 1- #12 1- #12 1/2" SEALTITE TO LIGHT 1-#12 1- #12 1- #12 1/2" SEALTITE TO PANEL L L 1412 1 - #12 1- #12 1/2" SEALTITE TO PANEL A CONDUCTORS AND CONDUIT INSTALLED BY OTHERS PANEL SCHEDULE:. SINGLE PHASE, 3-WIRE -- 208Y/120 VAC OR 240 VAC INSULATED/BONDABLE NEUTRAL CURRENT WITHSTAND RATING MAX. RMS. SYM. 10,OOOA 12/240V CIRCUIT POLE TRIP LOAD AMPS 1-2 2 50A GFI RECIRC. PUMP W/ (2) INTERLOCKED CHEM. CONT 33.8 3'-4 2 20A GFI' VACUUM PUMP 8.0 5 1 20A SERVICE LIGHT 1.5 6 1 20A GFCI 3.0 7 1 20A SALINE GENERATOR 7.5 8-20 SPARE TOTAL MAXIMUM LOAD 53.8 FILTER TANK RIGHT SIDE ELEVATION FILTER EQUIPMENT LIST RECIRCULATION PUMP PENTAIR EQ-750, 7.5 HP WITH INTEGRAL BASKET STRAINER, 375 GPM @ 50' TDH, 230V, 10 VACUUM PUMP PENTAIR MAX-E-PRO P6r6E-206L, 1 HP WITH INTEGRAL BASKET STRAINER, 60 GPM @ 60' TDH, 23OV,10 FILTER TANK AT700, 700 GALLON CAPACITY DE FILTER ELEMENTS (42) -13.5" x 24" ELEMENTS, 4.5 SQ FT EACH, 189 SQ FT TOTAL WATER LEVEL CONTROL AQUATEK HYDRAULIC VALVE W/ MANUAL FILL VALVE & RESERVOIR CHLORINE FEEDER STENNER 45M5, 50 GPD CAPACITY, 110V CHLORINE RESERVOIR TANK 65 GALLON WITH LOCKABLE LID pH FEEDER STENNER 451M3, 22 GPD CAPACITY, 110V pH RESERVOIR TANK 30 GALLON WITH LOCKABLE LID SEPARATOR TANK (2) PENTAIR PEN100, 100 SQ FT EACH FLOWMETER 6" BLUE/WHITE F-30600P, 170 TO 1100 GPM RANGE THERMOMETER PRECISION INSTRUMENT CO62B1-K WITH 1/2" NPTTHERMOWELL 30° TO 240°F RANGE VACUUM GAUGE WIKA, 0-30 IN HG, LIQUID FILLED, 1/4" NPT, 2" FACE DIAMETER CHEMISTRY CONTROLLER OPTIONAL SALINE GENERATOR HAYWARD 11.0,11 LBS PER DAY SALINE GENERATOR PIPE AND VALVES CHART LINE FUNCTION SIZE MAIN DRAIN 8" GUTTER DRAIN 8" STATIC LINE 2" FRESH WATER FILL 1" OVERFLOW 2" RECIRCULATION PUMP SUCTION 6" RECIRCULATION RETURN 6" FILTER PRECOAT 4" TANK DRAIN 2" VACUUM LINE TO POOL 2" VACUUM TO FILTER 2" VACUUM TO WASTE 2" TO HEATER 3" FROM HEATER 3" TO SALT 4" FROM SALT 4" Sheet 7 of 8 Fes'( (2) 00 CO 00 -1 �©4-1 ON N V -CU Q U� Q C't') U r---I • r-I ^-j, F� 4-1 v Q) r14 • 0 • o ►- V V J M r 4 N 0 iNGviaivn Date. Descrintion Date: February 14, 2019 1 Drawn by: ZJo ---- - -- POOL GROUNDING GRID MINIMUM 36" PROJECTION PER NFPA70 680.26(C) EQUIPOTENTIAL BONDING GRID STRUCTURAL STEEL #3 REBAR TIED WITH TIE WIRE AT 12" E.W. AT EACH CROSS -OVER LOCATION, V1 ALTERNATE MEANS: 12 WHERE STRUCTURAL REINFORCING STEEL IS NOT AVAILABLE OR IS ENCAPSULATED IN A NONCONDUCTIVE COMPOUND, A COPPER CONDUCTOR(S) SHALL BE UTILIZED WHERE THE FOLLOWING REQUIREMENTS ARE MET: (1) AT LEAST ONE MINIMUM 8 AWG BARE SOLID COPPER CONDUCTOR SHALL BE PROVIDED (2) THE CONDUCTORS SHALL FOLLOW THE CONTOUR OF THE PERIMETER SURFACE (3) ONLY LISTED SPLICES SHALL BE PERMITTED (SPLIT -BOLTS) (4) THE REQUIRED CONDUCTOR SHALL BE 450 TO 600 mm (18 TO 24in.) FROM THE INSIDE WALLS OF THE POOL (5) THE REQUIRED CONDUCTOR SHALL BE SECURED WITHIN OR UNDER THE PERIMETER SURFACE 1 00mm TO 150mm (4in TO bin BELOW THE SUBGRADE). CONNECT THIS SINGLE 8 AWG COPPER WIRED WITH SPLIT BOLTS ON THE COPPER "WHIPS" LOCATED AT FOUR EQUAL POINTS OF THE POOL. POOL EQUIPOTENTIAL GRID REQUIREMENT Scale: Not to scale. SECTION I. Installing light fixture during new pool construction. A. Preparatory steps which must be completed by the electrician before light fixture is installed. 1. Verify that the pool meets the current requirements of the National Electric Code and all local codes and ordinances. A licensed or certified electrician. must install. the electrical system to meet or exceed those requirements before the underwater light is installed. Some of the requirements of the National Electric Code which the pools electrical system must meet are listed below. a. The lighting circuit must have a Ground Fault Circuit Interceptor (GFCI), and an appropriately rated circuit breaker. b. The Junction Box, or for the 12 volt models, the low voltage transformer, must be located at least 8 inches above water level. 4 inches aboveground level, and at least 48 inches from the edge of the pool. c. The light fixture andall metal items within 5 feet of the pool must be properly electrically bonded. d. The wet niche must be properly installed so that the top edge of the lens on the underwater light is at least 18 inches below the surface of the water in the pool. e. The wet niche must be properly electrically bonded and grounded via the No. 8 AWG ground connector located at the rear of the nice. 2. To be certain that the pools electrical system meets all applicable requirements, the electrician . should also consult the local building department, 3. Use only Pentair Pool Products wet niches to insure proper bonding and grounding connections. B. Steps to perform after the electrical system requirements are met. 1. Feed cord through conduit to Junction Box, leaving at least 4 feet of cord at the light fixture to coil around the light. This 4 feet of cord around the light allows the light to be serviced after this pool is filled with water. 2. Cut the cord at the Junction Box, leaving at least 6 inches of cord to make connections. 3. Strip 6 inches of the outer cord jacket to expose the three insulated wires. Be careful not to damage the insulation on the three inner wires. 4. Connect all three wires to the corresponding circuit wires in the Junction Box (black wire to power, white wire to common, and green wire to ground) and secure the Junction Box cover in place. 5. Replace the light assembly into niche and tighten special pilot screw. To GFCl , Circuit Breaker & Power Source Rigid Figure 1. #8 AWCT Ground Connector bonding is located at rear of niche 18" mim to top of tens Concrete must be cut back around niche to allow for a compacted plaster seal Coil 4 ft. of light cable around fixture NOTE: The.pool or spa electrical system can be verified with a Pool and Spa Electrical Qualification Test Kit, The test kit is available from Pentair Pool Products. The electrical system inspection using this kit must be performed by a trained and certified personnel A WARNING: Never operate this underwater light for more than 10 seconds unless it is totally submerged in, water, Without total submersion, the light assembly will get extremely hot, which may result in serious bums or breakage of the lamp or lens. This may result in serious injury to pool users, installers, or bystanders, or in damage to property. TYPICAL J-JUNIOR CLAMP (DIRECT BU CLAMPED TO RESAR WITH LOOPED THROUGH CONNE AND CLAMPED TO S -680.26 Equipotential Bonding* (A) Performance. Equipotential bonding is intended to reduce voltage gradients in the area around permanently installed pools, outdoor spas, or outdoor hot tubs by the use of a common bonding grid in accordance with 680.26(B) and (C). (B) Bonded Parts. The parts of a permanently installed pool, outdoor spa, or outdoor hot tub listed in (13)(1) through (13)(7) shall be bonded together with a solid copper conductor not smaller than 8 AWG with listed pressure connectors, terminal bars, exothermic welding, or other listed means [250.8(A)].Equipote�ntial. bonding is not required to extend to or be attached to any panelboard, service equipment, or grounding electrode. (1) Conductive Pool, Outdoor Spa, and. Outdoor Hot Tub Shells. (a) Structural Reinforcing Steel. Unencapsulated structural reinforcing steel secured together by steel tie wires is considered bonded. (2) Perimeter Surfaces. An equipotential bonding grid shall extend 3 ft horizontally beyond the inside walls of a pool, outdoor spa, or outdoor hot tub, including unpaved, paved, and poured concrete surfaces. The bonding grid shall comply with (a) or (b) and be attached to the Conductive pool reinforcing steel at a minimum of four points uniformly spaced around the perimeter of the walls of a pool, outdoor spa, or outdoor hot tub. (a) Structural Reinforcing Steel. Structural reinforcing steel [680.26(B)(1)(a)]. Author's Comment: The 2008 NEC does not provide any guidance on the installation requirements for structural reinforcing steel when used as a perimeter equipotential bonding grid. (b) Alternate Means. Equipotential bonding conductor meeting the following: (1) 8 AWG bare solid copper bonding conductor. (2) The bonding conductor shall follow the contour of the perimeter surface. (3) Listed splicing devices. (4) Bonding conductor shall be 18 to 24 in. from the inside walls of the pool. (5) Bonding conductor shall be secured within or under the perimeter surface 4 to 6 in. below the subgrade. (3) Metallic Components. Metallic parts of the pool, outdoor spa, or outdoor hot tub structure shall be bonded to the equipotential grid. (4) Underwater Metal Forming Shells. Metal forming shells and mounting brackets for luminaires and speakers shallbe bonded to the equipotential grid. (5) Metal Fittings. Metal fittings sized 4 in. and I arger that penetrate into the pool, outdoor spa, or outdoor hot tub structure, such as ladders and handrails shall be bonded to the equipotential grid. All pool bonding to comply with NEC 2014, Section 680.26 & Florida Building Code, 2017 6th Edition STUBBED OUT OF POOL TIED TO POOL STEEL. %no U') o CY) 4 r ram, C) 2 < r 0 ry, Date: February 14, 2019 Drawn bv: DO