Loading...
BPP-08-756_Plans Z 2 co GRASS POOL WATER PIPE PRESSURE FLOW SUCTION FLOW N LEVEL POOL WATER SIZE CAPACITY (10FPS) CAPACITY(8FPS) ~ Wz BULLNOSE BRICK BOND TO DECK v.+_ 1' - 0" 1' -0 1' -0" 1'-6" 6" GRASS REINFORCING LEVEL DIVING � 1' -0" " < WATERLINE J� BOARDS DECK 1.5 60 gpm 49 gpm � $� s _ JUNCTION FORMING DRAINS 2.0 100 gpm 80 gpm J = BOXES (G) SHELLS 2.5" 150 gpm 110 gpm �.y r LADDERS 3, _ 0 220 m w POOL & DECK gp 180 gpm viS 6" GLAZED r t: REINFORCING = STEEL o nor " CERAMIC TILE cv O g r #3 @ 9" HORIZONTAL _ :- BOND: TO REBAR CIRCULATING PUMPING FLOW RATES �Oo RETURN _ r CAGE IN 4 EQUIPMENT FENCE METAL DOOR @ 60 TDH OF FITTINGS r. PLACES' FRAMES, ETC, < 5 FT 3/4 hp = 55 gpm o o Q o m #3 @ 9" VERTICAL y° V ELECTRICAL FROM WATER EDGE 1.0 HP = 75 gpm �� a PANEL / ® 1.5 HP= 90 gpm r POOL COVER MOTOR Z, NOT o . 2 0 HP 95 gpm FLOOR AND WALLS SHALL #3 @ 9" C/C GROUND WATER = � 3 5 v.. , 2 HP 115 m �- �x � FIXED <_ 9P ED METAL 5 FT o DIAMOND BRIT BE 6" MIN. SHOTCRETE OR r y BAR HEATER (G) GUNITE r z gP v a 3.0 HP = 140 m Z FINISH FROM WATER EDGE -; ti ` Y L COMMON BONDING GRID DETAIL BA r a h 8 w BAS UPON STA -RITE a La ° s v s r { N.T.S. MAX -E GLASS II e T _ COMMON BONDING GRID SELF PRIMING PUMP #3 @ 9" C /C, �p z — PERMITTED TO BE' a m VEN PIPE MAX LENGTH tl 0 z �a � CENTER STEEL IN r - STRUCTURAL REINFORCING STEEL RODS THAT ARE Y ° = BONDED TOGETHER O ° FLOOR. WALL OF BOLTED OR WELDED METAL POOL. 3" CLR. FLOW VENT MAX .- HP RATE SIZES LENGTH :D9_1 a . . SOLID COPPER CONDUCTOR N0.8 OR LARGER a POOL WALL SECTION POOL STAIR DETAIL POOL SWIMOUT DETAIL 3/4 55 gpm 1 29 LF Z W ® SCALE: 1/2 " =1' -0" O SCALE: 112 " =1' -0" fir/ SCALE: 1/2 " =P-W 1 75 gpm 1 2" 40 LF a 1.5 90 gpm 1 49 LF 2 95 gpm 1 51 LF 2.5 115 gpm 1 62 LF F R N� - ' HEAT PUMP 3 140 gpm 1 76 LF < Ei � , + WATERLINE OF POOL FILTER x z a <o W c3 5 300 gpm 1 " 143 LF ° - Z FS (e; m a UPLIFT DATA (4) 518" DIAM. x W o s z a `" o 4" HILTI KWIK -Vent is designed to evacuate suction in 3 ir iE W 05 <vi W I9 TOP OF POOL WALL ELEVATION +6.5' BOLTS PUMP sec. or less per FBC 424 W . o z (4) 112 6 THICK y o iE b Y s 6 -This safety vacuum relief system is a non- ® W W0 J 30w _ mechanical vents stem that will limit the W $ -j `'' o ' DIAM. x K_ „_ m z ci = BOTTOM SLAB ELEVATION +0.67 transmission of suction at the outlet to a o = 3' HILTI KWIK CONCRETE o�. <? W f �S�pp GROUND WATER LEVEL +3.5' BOLTS EQUIPMENT PAD maximum of 4.5” of mercury. Q6 o j c � 2 z a 3 E in GENERAL NOTES: O 08 5&%>-MW (MO) 1. POOL MECHANICAL EQUIPMENT ANCHORAGE HAS f' � a7 1 3 SL BOTTOM +0,67' BEEN DESIGNED TO COMPLY WITH F.B.C. SECT. 301.13 W o�fl ELEVATION 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE 0 $ o 9 � . z EQUIPMENT SLAB. SEPARATE SLABS ARE NOT § � POOL UPLIFT FORCE +2.83 PERMITTED. 1 1!2' PVC PIPE O o � iq l ANTI- VORTEX M.D. ASSEMBLY W/ DEDUCT 2.00' ALLOWED FOR $ "'a � _W o HYDROSTATIC VALVE ( -) 2 FILTER/ PUMP / HEATER V ENT LINE W m � � - USE OF 2" HYDROSTATIC W W F W 16'-6" 3' -6" 0 1 PRESSURE RELIEF VALVE (- 2.00') ANCHORAGE DETAIL LjFzmog_j N.T.S. + 0.83 oNajW ,- RESULTANT UPLIFT FORCE POOL PROFILE DETAIL 6" 8" CLEAR N.T.S. SLAB THICKNESS REQ'D = 12 VOLT AIR GAP WATER PROOF TRANS - FORMER JUNCTION BOX. BOX STATIC POOL W.L. ANT! - VORTEX MAIN ,• 48" CLR R3 DRAIN ASSEMBLY T - VENT LINE PIPE SHOULD BE LOCATED OUT OF U� MINIMUM FACE TO FACE STAKE DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD 0 F 00 ed W M WATER LEVEL LL SUB -PANEL ANTI- ENTRAPMENT VENT LINE DETAIL Ei w 1.5" VENT o0 1" PVC COND. O NO SCALE 1Lj � :�:' `� • � LINE 6�i � a` O TILE SKIMMER " y c/] �? x 1 112" PVC PIPE W `�9 Z Ln THROAT SP 1078 FLAPPER VALVE VENT LINE o0 -:• �; •• ASSEMBLY AND SELF RELEASING 2" PUMP 1413 SJT W -A DBL {NS. SPRANG LOADED CHECK VALVE HYDROSTATIC SUCTION 1" NUB W/P LIGHT CORD Z - VALVE GND. LUG IN NICHE U ti 2-45 ELS. COAT LUGS W/ W POOL DUAL MAIN DRAIN APPROVED 3M SILICON 8" CLEAR > i� TO FILTER PUMP CONNECTION DETAIL POOL LIGHT POTTING AIR GAP POOL SKIMMER DETAIL #8 CU GND WIRE STATIC POOL W.L. oo N.T.S. INSULATED VENT LINE PIPE SHOULD BE LOCATED OUT OF EXISTING 200A CLAMP DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD A O METER CAM COMBO 22 ANTI- ENTRAPMENT VENT LINE DETAIL 00 N o WET NICHE LIGHT DETAIL No SCA z W N � � 13a 0 N.T.S. o Z O Z NEW POOL COMBO LOAD CALCULATIONS - ® a w 20A DOUBLE GEN. LIGHTING: 1,844 SF x 3 WATTS /SF= 5,532 WATTS •"° Q a + 3000 WATTS = 8,532 WATTS - 60A DOUBLE O GEN. APPLIANCES & WATER HEATER= 28,000 WATTS - NEW DISC. SUB- TOTAL= 38,532 WATTS 20A SINGLE 300 W 60A POOL PUMP 1 AT 100 % = 2,300 WATTS "' TX HEATER HEAT PUMP 1 AT 100 % = 8,510 WATTS �. A _zRE%dfi e� a Z � ED ATE: 07/15/2008 POOL LIGHT AT 100 % = 200 WATTS - - REVI _ , �� 01 "C 2 #6,3 #12 SUB- TOTAL= 11 ,010 WATTS 1`: °AS PER ELECTRICAL COMMENT. -1 W 1 #12- WHITE 4� �. TOTAL= 49,542 WATTS • aoz l /�7 #tkGREEN 0314"C, 2 #6 1 #43 GREEN FIRST 10 KW AT 100 %= 10,000 WATTS �_ O W !D REMAINDER 39,542 WATTS @ 40 %= 15,816 WATTS a POOL PUMP O - T TAL LOAD DEMAND FACTOR 1 E AC OR 25 8 6 WATTS 0 0112 "C, 3 #12 JUNCTION POOL BOX A/C OR HEATING AT 100 %= 10,000 WATTS . pool Fi ;nc LtYCp �r�. _ CPCQ56811 POOL LIGHTS TOTAL CONNECTED LOAD= 35,816 WATTS /230 VOLTS= 155.72 AMPS 01/2 "C, 3 #12 z W POOL ELECTRICAL SCHEMATIC 954.583.7373 305.461.0084 ao N.T.S. ce1.305.6843M4 Fax9645a )A ¢ j 6507 nJU 3th court plantat{on.Ft. 33363 Z r+eaenpeolC cn n /- mww.rtgmct 6poo(.com VL PERM 7r Miami Shores Villa e APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE MATH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Musi BL JOB AT TIME OF F, IELD) I m - ' br ' r. Z ca GRASS POOL WATER a ca PIPE PRESSURE FLOW SUCTION FLOW �z� LEVEL POOL WATER SIZE CAPACITY (10FPS) CAPACITY(SFPS) 69z 0 BULLNOSE BRICK " " " " LEVEL BOND TO DECK DIVING " < W 1 - 1 -0 1 -0 1 -6 6 REINFORCING BOARDS 1.5 60 gpm 49 gpm z� GRASS 1' - DECK s t- WATERLINE JUNCTION DRAINS -�_ 2.0" 100 gpm 80 gpm I 41 \ - - BOXES (G) FORMING 2.5" 150 gpm 110 gpm SHELLS LADDERS 3.0" 220 m 180 m :n8 io y POOL 8, DECK gp 9P r \ REINFORCING z6L m 6" GLAZED o �- STEEL aoe M CERAMIC TILE c� = WATER vtt �' •- #3 @ 9" HORIZONTAL r v s '- BOND TO REBAR CIRCULATING FENCE METAL DOOR PUMPING FLOW RATES c� 60 TDH $ W RETURN _ CAGE iN 4 EQUIPMENT -, per' v w w fi #3 @ 9 VERTICAL FRAMES, ETC, < 5 FT 3/4 hp = 55 gpm la FITTINGS PLACES = ELECTRICAL FROM WATER EDGE 1.0 HP = 75 gpm �_W' � 3 y t PANEL / 1.5 HP= 90 gpm o - POOL COVER MOTOR 2.0 HP = 95 gp �- gp NOTE: #3 9" C/C GROUND WATER 2.5 HP = 115 gpm o o @ <_ z - DIAMOND BRIT FLOOR AND WALLS SHALL FIXED METAL 5 FT �> LL� s ° F x BAR HEATER (G) 3.0 HP= 140 gpm z —W = - BE 6" MIN. SHOTCRETE OR •- FROM WATER EDGE o FINISH - y F N GUNITE } COMMON BONDING GRID DETAIL r - BASED UPON STA -RITE C4Z =N ? £ N.T.S. MAX -E -GLASS II �W Q t s SELF PRIMING PUMP COMMON BONDING GRID_g,, z PERMITTED TO BE t z yr VENT PIPE MAX. LENGTH ��-'o 7z : 2 #3 @ 9" C /C, co <� CENTER STEEL IN STRUCTURAL REINFORCING STEEL RODS THAT ARE ~ BONDED TOGETHER FLOW VENT MAX Q a� 3" CLR. HP RATE SIZES LENGTH W 9 FLOOR. WALL OF BOLTED OR WELDED METAL POOL. A� . a S OLI U TOR NO. B OR LARGER <3� D COPPER CONDUCTOR N 314 55 gp 1 29 LF z POOL WALL SECTION O POOL STAIR DETAIL POOL SWIM_ OUT DETAIL 1 75 -0 gpm 1 In 40 LF o O SCALE: 1/2 " =1' " SCALE: 1 /2 " =1' LL SCALE: 1/2 " =1' -0" 1.5 90 gpm 1 49 !F 2 95 gpm 1 I" 51 LF 2.5 115 gpm 1I" 62LF `" 0 �i3 J 3 140 gpm 1 76 LF WATERLINE OF POOL HEAT PUMP FILTER 5 300 gpm 1 I" 143 LF ° ` PEZ ao W 5 0 ZN�(n U ZD UPLIFT DATA (4) 518" DIAM. x -Vent is designed to evacuate suction in 3 4" HILTI KWIK sec. or less per FBC 424 Ld Of o Y -�- TOP OF POOL WALL ELEVATION +6.5 BOLTS PUMP -This safety vacuum relief system is a non- ® 6 La o � � ° ° z 6" THICK mechanical vent system that will limit the m 2 8 -j w w i'_ - (4)112" D x transmission of suction at the outlet to a co °z U. 0 < <" BOTTOM SLAB ELEVATION +0,67' 3' HILTI KWiK CONCRETE m ' BOLTS EQUIPMENT PAD maximum of 4.5" of mercury. < z o a d a , 0 d' • 7 SL GROUND WATER LEVEL +3.5 GENERAL NOTES: n _ 0 m om) 1. POOL MECHANICAL EQUIPMENT ANCHORAGE HAS `may 1 . 3 gLOFE� DEDUCT BOTTOM SLAB +067, BEEN DESIGNED TO COMPLY WITH F.B.C. SECT. 301.13 LtJo oy� ELEVATION 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE - ¢' o o 6 -- EQU SLAB. SEPARATE SLABS ARE NOT 3 t3 iF v 6 .9 POOL UPLIFT FORCE +2.83 PERMITTED. 0 z F o 11 /2' PVC PIPE `g � z ✓, �o - <o ANTI - VORTEX M.D. ASSEMBLY W/ DEDUCT 2.00' ALLOWED FOR ( -) 2.00 FILTER/ PUMP / HEATER VENT LINE m 6 � to R HYDROSTATIC VALVE USE OF 2" HYDROSTATIC w z z z m 16'-6" 3'-6" PRESSURE RELIEF VALVE (- 2.00') ANCHORAGE DETAIL X'' °5W RESULTANT UPLIFT FORCE +0.83' N.T.S. o I X95 N POOL PROFILE DETAIL 6" 8" CLEAR SLAB THICKNESS REQ'D = N.T.S. 12 VOLT AIR GAP WATER PROOF TRANS- FORMER JUNCTION BOX. BOX STATIC POOLW.IL Cd ANTI- VORTEX MAIN 48" CLR CA DRAIN ASSEMBLY 3' DECK PENT LINE PIPE SHOULD BE LOCATED OUT OF K AREA IN A SECURE PLACE TO AVOID TRIP HAZARD 1 0 MINIMUM FACE TO FACE STAKE cOOn CF j W M W M WATER LEVEL TO SUB -PANEL O ANTI-ENTRAPMENT VENT LINE DETAIL ®� 1.5" VENT 00 1" PVC COND. NO SCALE 04 .:•:.:� LINE I rn TILE SKIMMER :•: 1 112" PVC PIPE L.s1 • a) Z x "T" VENT LINE 04 oo � THROAT r:- SP 1078 FLAPPER VALVE 14/3 SJT W -A DBL INS. Q t� o �:• :; ,. ; ASSEMBLY AND SELF RELEASING HYDROSTATIC 2" PUMP 1" HUB W/P LIGHT CORD Z SPRING LOADED CHECK VALVE SUCTION 245 ELS. VALVE GND. LUG IN NICHE U COAT LUGS W! N LV POOL DUAL MAIN DRAIN APPROVED 3M SILICON AIR APR co TO FILTER PUMP CONNECTION DETAIL, POOL LIGHT POTTING POOL SKIMMER DETAIL #8 CU GND WIRE STATIC POOL W.L. N.T.S. INSULATED VENT LINE PIPE Sk1Ql1LR BE LOCATED OUT OF- DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD, d EXISTING 200A CLAMP__. - 4„ oo A p METER CAM COMBO A © ANTI- ENTRAPMENT-VENT LINE DETAIL ° " o N R WET NICHE LIGHT DETAIL ry NaALE ' .,, .Y- ` " ` N z w °� € 'o Z 91i cn .. I I • 'a NEW POOL COMBO LOAD CALCULATIONS • µ -' Q ;< w GEN. LIGHTING: 1,844 SF x 3 WATTS /SF= 5,532 WATTS t a a 20A DOUBLE /`� + 3000 WATTS = 8,532 WATTS ° 60A DOUBLE ) GEN. APPLIANCES & WATER HEATER= 28,000 WATTS �/ NEW DISC. SUB - TOTAL= 38,532 WATTS 20A SINGLE 300 W 60A POOL PUMP 1 AT 100 % = 2,300 WATTS 2 a TX Q HEATER HEAT PUMP 1 AT 100 % = 8,510 WATTS REVISION o 0 z POOL LIGHT AT 100 % = 200 WATTS REVISED DATE: 07i15/2Q0_ a z 11 01 "C 2 #6, 3 #12 SUB- TOTAL= 11 ,010 WATTS 1. AS PER ELECTRICAL COMMENT: � � J 1 #12 WHITE TOTAL= 49,542 WATTS 0- �0 /0 1, #1-2 GREEN 03 /4 "C, 2 #6 o LL FIRST 10 KW AT 100 ° 10= 10,000 WATTS 1 #JkGREEN REMAINDER 39,542 WATTS @ 40 %= 15,816 WATTS a_ a POOL PUMP TOTAL LOAD @ DEMAND FACTOR 25,816 WATTS �s pal � 0112 "C, 3 #12 JUNCTION POOL BOX A/C OR HEATING AT 100 %= 10,000 WATTS 1 �spaot RIne PCQS4811 POOL LIGHTS TOTAL CONNECTED LOAD= AWAN O1 /2 "C, 3#12 35,816 WATTS /230 VOLTS= 155.72 AMPS ` ;, z POOL E LECTRICAL SCHEMATIC 954.583"1373 305.461.0084 * m ce: FaX N.T.S. > 6507 twu [3ftt - court Qlaniation.Fl. 333!3 z :: . �`+' q�• rF?oo= Go�tcu�lu►w�u.,�ecer:a.IPool.am G PER ##. Miami Shores Villa e APPROVED BY DATE ZONING DEPT SLOG DEPT ��j�� . SUBJECT TO COMPLIANCE NTH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS F q , 1 0 �Za cszo g GENERAL NOTES AND CONDITIONS EXISTING K F HIGH a<g o PCOL DATA CHART CHAIN LINK FENCE 1 ALL FLOOR &WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. _ 90.00' P & M _ _ WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. POOL SPECIFICATIONS: _ —_ _ — _ _ — — — _ _ % r = —_ —_ — - _ _ _ _ _ —_ —_ � S z — m o — — — EXISTING ;., zr w 2 ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. Pool Shape: AS SHOWN DRA INFIELD °- W I I O°`-R tl PIPING TO BE SCHEDULE 40 (PVC NON THREADED NSF PIPE Maximum Length (FT): 20' -0" 3 ALL POOL PIP I '_ - -- I N WITH SOLVENT WELD JOINTS. Maximum Width (FT): 12 -0 " 17 0 " --- --- � -_j oO�Z Zw z' Deep End (FT): 5' -0" 16'-6" ° 4 IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING Shallow End (FT): 4' -0" i 1 ' I) _> b N C'JWyo "n AND/OR SHORING, OR OTHER METHODS AS REQUIRED. THE DESIGN Pool Area(SF ): 240.0 EXISTING 4' -0" HIGH -) SViMMING 2 , -6 , I I EXISTING UNDERGROUND W ow 9 ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF Pool Perimeter LF : 64' -0" CHAIN LINK FENCE POOL L J POWER SERVICE zW o 9 a EXISTING STRUCTURES. ( } I T Pool Volume (GAL): 21,600 1� 1 �� g 5 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL Turnover Rate HR : 4.$ HR �� 1 ' " EXISTING SANITARY/ t�zQ CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. ( ) " I" LINE IN EXISTING -W¢Q PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING Interior Finish: FRENCH GREY DIAMOND BRITE - " LOT AND R SEPTIC TANK AND y a g W RESIDENCE ARE SO INDICATED. POOL CONTRACT ._ E CONTRACTO S HALL Waterline Tiie: 6 � - " I EXISTING DRAINFIELD - N l VERIFY ALL DIMENSIONS IN THE FIELD .AND ESTABLISH LOT LINES. IF LLz � NECESSARY, POOL CONTRACTOR ANDIOR OWNER SHALL VERIFY SHOWN Tile on Steps: NONE ,� pp I WI'Y o AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. Tile on SWimout: NONE afl EXISTING POOL EQUIPMENT PAD N "11 1 _ ONE STY CBS Coping: BY OTHERS I SIN O W � 6 CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE RESIDENCE MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS Pump Size (HP ): 1.5 0 F.F. EL• +8.0 0• I ! <3 REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD Filter System: CARTRIDGE Filter Size (SF): 200 A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S Inlets: 3 Maindrains: 2 METER I ❑ EXISTING ELECTRIC o WATER EDGE. EXISTING " NG A/C 2" Vacuum Line w/ Safety Lock: ONE `y , EXISTING 4' -0" HIGH 7 ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES Automatic Surface Skimmer: TWO = _ = r` 1 CHAIN LINK FENCE W1 515.27 AND 515.29., AND F.B.C. CHAPT424.2,17.1 - 10 z Al Underwater Safety Light: (2) 100 W 12 V SELF CLOSING $SELF «oazu X°Q Fo. LATCHING GATE w 8 WHERE POOLS ABUT OR ARE PLACED NEARBY SEAWALL OR G ONTRACTOR EXISTING 4'-0" HIGH i o �� a o BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL CHAIN LINK FENCE W/ EXISTING 200 A HOUSEw�o °zotoo Patio Finish: NONE Patio Size (SF): NONE BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL, SELF CLOSING & SELF , I PANEL . OR LOOSENING OF THE SUPPORTING SOILAWAY FROM THE POOL. Deck Drains (LF): NONE Fence: AS SHOWN LATCHING GATE LLJ wN m= a.J ��'MoF c IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY I C a e t EXISTING ® W °z J �to4i° SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE I ASPHALT WALLS IS REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING 1. AQUA PURE 700 JANDY 2. 118,000 BTU HEAT PUMP J?U in a FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT. WHEN 3. 4 JETS ON SW IMOUT I Z < 622_ 1 09 DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER I I EXISTING WATER LINE O 985 it a a W IMMEDIATELY F OR FURTHER INSTRUCTIONS. _ _ _ _ _ _ _ _ _ I­ �12Q 90.00' P &M p <° wZ<9 -1 9 THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE EXISTING WATER METER UJ Yoo8w °'0-^z PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE PERFORMED 48 HOURS BEFORE DIGGING U 'AM WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE C ALL la �zm o '0 FO PLACED {N 12 INCH THICK LAYERS. W - J n. PC C E E S EAC LAYER SHALL BE COMPACTED T EXISTING � o z 22 a a < a ° TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. TOLL FREE GRASS r o W a w o 1 -80OA32- 4770 u, ww w°ir� w& SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. SUNSHINE STATE m z w°z:5 waZmFZ5 10 WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES ONE CALL CENTER OF FLORIDA Z r, :3 SHOWN ON THE TYPICAL SECTION DO INOTAPPLY. DECK DESIGNSHALL °c Fir BE BY OTHERS. 21' -6" ASPHALT PAVEMENT 11 DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM N.E. 99 S TRE E T CONDITIONS. — - - - - - - — - - - - - — ` . -- -- 12 WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS" OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE ,' � ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL 13 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. ITIS N` W NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. 14 ALL ELECTRICAL WORK SHALL BE DON E IN ACCORDANCE WITH THE I M F.B.C., 2002 EDITION, AND ARTICLE 680 N_E.C., 2002 EDITION. V� x ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING _ (� N W ON , INSPECTION IS CALLED FOR AND APPROVED PRIOR TO PLACEMENT OF SITE PLAN 1 " 20 0 Z CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS LEGAL DESCRIPTION: : U PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL LOT 7, BLOCK 179 OF REVISED PLAT OF MIAMI SHORES LLI METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS SECTION 8, ACCORDING TO THE PLAT THEREOF, AS 7) CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM THE POOL O RECORDED IN PLAT BOOK 43, PAGE 69 OF THE PUBLIC WATER'S EDGE, SHALL ALSO BE GROUNDED. RECORDS OF BROWARD COUNTY, FLORIDA. a2 15 POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8 CONTINUOUS COPPER WIRE (LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR CASING. 3 16 FILTER BACKWASH SHALL COMPLY WITH THEFLORIDA BUILDING CODE, oo Q Q 2004 EDITION. o E 17 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING o ` W CODE, 2004 EDITION. 18 TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. O Z 19 UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF UNDISTURBED SAND AND L{MEROCK. A BEARING VALUE OF 2000 PSF w Z 3 a w HAS BEEN UTILIZED FOR DESIGN PURPOSES. o c fl 20 ALL TREADS SHALL HAVE SLIP- RESISTING SURFACES It I PER ANSI /NSPI -5 -2003. 6.1.5 CD 21 ACCESS GATE REQUIREMENTS PER F.B.C. 424.2.17.1.8 AMENDED 06- 30 -03: ui U - GATES SHALL BE EQUIPPED WITH A SELF - LATCHING & LOCKING •' 11:161 DEVICE, 54" ABOVE FINISH GRADE ELEVATION. 1 REVISION < W Z REVISED DATE: 05/06/2008 ° x g - THE DEVICE SHALL BE PLACED ON THE POOL SIDE OF THE GATE. 1. ADD NOTES AS PER BLDG. DEPT. a a> - GATES SHALL OPEN OUTWARD AWAY FROM POOL. o w - THE GATE SHALL HAVE NO OPENINGS GREATER THAN 2" WITHIN 18" OF THE RELEASE MECHANISM. pool 22 ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH aoi Rht _j FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER �' r CPCQ56911 SPA 0 23 THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS Z Ld OF THE FLORIDA BUILDING CODE, SECTION 424. 954.583.7373 305.461.0084 N m ce4 306.684 W4 Fax %4.% 37311 Q j 6507 nw 13th court plantation. FL 3338 Z reW"ol @aolcom /www,r Wcttpool.com Z N o N Za ~Fnrr zoo GENERAL NOTES AND CONDITIONS EXISTING 4' - HIGH z<g "g DATA CHART CHAIN LINK FENCE POOL 1 ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. 90.00 P & M D.N WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. POOL SPECIFICATIONS: - • X X — ■ — : =. x x X —. =. N 2 G Z Z v - — — — ' — — — r- - - - - -- - -- LL . 2 ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. Pool Shape: AS SHOWN -I o I I EXISTING ao ^ t Length I I I DRAINFIELD �r 3 ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE a U e g ( ) 0 ' -0" "� I o _ Maximum th FT : 2 I I� WITH SOLVENT WELD JOINTS. Maximum Width (FT): 12' -0" 17' 0 " ------ - - -I —J 6 60' -" II 0 11 Z Deep End (FT): 5' -0 16' -6" O O I I Z0,Q Oy 4 IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS �a w TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING Shallow End (FT): 4' -0" AND /OR SHORING, OR OTHER METHODS AS. REQUIRED. THE DESIGN Pool Area ( ) SF : 240.0 EXISTING 4' -0" HIGH � SWIMMING 2'-6- I III EXISTING UNDERGROUND ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF Pool Perimeter(LF): 64 -0 " CHAIN LINK FENCE � POOL POWER SERVICE I I o o ' EXISTING STRUCTURES, II L_ T -� II z�s LL Pool Volume (GAL): 21,600 ,� I z 5 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL ( Turnover Rate HR ) : 4.8 HR II I w CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. EXISTING SANITARY/ °zQN PLOT PLANS NOT PREPARED FROM LEGAL'SURVEYS OF THE EXISTING Interior Finish: FRENCH GREY DIAMOND BRITS i 'I LINE TO EXISTING - LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL Waterline Tile: SEPTIC TANK AND 6 I � rn a VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF EXISTING DRAINFIELD I -� 12 Tile on Steps: NONE ,� .o W� -12 NECESSARY, y NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN Tile on Swimout: NONE a� EXISTING � I �<� AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. POOL EQUIPMENT PAD ONE STY CBS °� °� 6 CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE Coping: BY OTHERS 4 �' RESIDENCE � ar MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS Pump Size (HP): 1.5 � � � o II F.F. EL. +8.00' (i0 <3 rn REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD Filter System: CARTRIDGE Filter Size (SF): 200 - - I EJ I - ` - A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S Inlets: 3 Mindrains: 2 i EXISTING ELECTRIC o a WATER EDGE. �� EXISTING A/C ❑ iv METER 2 Line w/ Safety Lock: ONE w 7 ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES Automatic Surface Skimmer: TWO x . ti EXISTING 4' -0" HIGH z 9 w 515.27 AND 515.29., AND F.B.C. CHAPT424.2..17.1 - 10 — I CHAIN LINK FENCE W/ °°'wzv° Underwater Safety Light: (2) 100 W 12 V I I I SELF CLOSING & SELF P W R 8 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR Electrical Pool Hookup: BY CONTRACTOR EXISTING 4' -0" HIGH LATCHING GATE o a 0,a o� U BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL CHAIN LINK FENCE W/ 1, Z Z°" Patio Finish: BY OTHERS Patio Size (SF): NONE I EXISTING 200AHOUSE ?�°z°��i BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL, SELF CLOSING & SELF I ► PANEL jE rn a OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. LATCHING GATE W � _ ° Deck Drains (LF }: NONE Fence: AS SHOWN w ' - w� 6: F_ < IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY Pool Miscellaneous Items: I EXISTING I W ~ O °z_ SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE I ( I J w�o� '''c� 1. AQUA PURE 700 JANDY 2. 118,000 BTU HEAT PUMP ASPHALT d28."Wzc' WALLS IS REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING ( ( I � M604 : azw FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT. WHEN 1 3.4 JETS ON SWIMOUT 00 QazZO° z. DEADMEN FALL WITHI THE EXCAVATION, NOTIFY THE ENGINEER I I EXISTING WATER LINE '''C5&Z> � IMMEDIATELY FOR FURTHER INSTRUCTIONS, _ _ _ _ _ _ _ (- ��a> c�vr - -� dw wZMwAZ �-�n 9 THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE 90.00' P & M w �� �} EXISTING WATER METER U yooii�o�Z PLUMBING SHALL NOT BE DISTURBED. BACCKFILL SHALL BE PERFORMED 48 HOURS BEFORE DIGGING �w� J Soo WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE CALL o PLACED IN 12 INCH THICK LAYERS. EACH LAYER SHALL BE COMPACTED TOLL FREE EXISTING Z o a ~ �ao TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. 1- 800 - 432-4770 GRASS v ° ww a z F V SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. w°xwZwx SUNSHINE STATE �00UNTYHEP - -M- mz` - w°z� ONE CALL CENTER OF FLORIDA a z m F LJ o 10 WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES z SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECKDESIGN SHALL °c E BE BY OTHERS. 21' -6" ASPHALT PAVEMENT 1 .r ch 11 DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. - N .E. 99 S TRE E T 12 WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FC 2 REPAIRS OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE Rj ELIMINATED TO PREVENT POOL FROM FLOATING ABOVE GROUND, AND CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL. 13 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS Cd N M NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT POOL REPI�IRENIEt11TS: THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. SELF - CLOSING/ SELF - LOCKING 0 �, a 14 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE GATES REQUIRED .,.. O F.B.C., 2002 EDITION, AND ARTICLE 680 N.E.C., 2002 EDITION. FENCE, 4' HIGH (MIN,) W Q. 8 0 Z ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL. NON -CLIMBABLE :2 AN® NO �� THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING �� _ �� IF NEIGHBORS REMOVE FENCE/ Z INSPECTION IS CALLED FOR AND APPROVED PRIOR TO PLACEMENT OF SITE PLAN 1 20 ' - 0 " WALL, OWNER MUST REPLACE CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO ATRANSFORMER BOX IS WITH 4 FENCE ON PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL LEGAL DESCRIPTION : OWNER'S PROPERTY w LOT 7, BLOCK 179 OF REVISED PLAT OF MIAMI SHORES METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS SECTION 8, ACCORDING TO THE PLAT THEREOF, AS CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM THE POOL RECORDED IN PLAT BOOK 43, PAGE 69 OF THE PUBLIC Of WATER'S EDGE, SHALL ALSO BE GROUNDED. RECORDS OF BROWARD COUNTY, FLORIDA. D_ 15 POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) ##8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR CASING. 16 FILTER BACKWASH SHALL COMPLY WITH THEFLORIDA BUILDING CODE, q w 2004 EDITION. 17 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, 2004 EDITION. c N P. Z W 18 TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER o Z d x TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. / p 19 UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF / Z UNDISTURBED SAND AND LIMEROCK. A BEARING VALUE OF 2000 PSF 111/// co a w HAS BEEN UTILIZED FOR DESIGN PURPOSES. O a A 20 ALL TREADS SHALL HAVE SLIP- RESISTING SURFACES PER ANSI /NSPI -5- 2003.6.1.5 21 ACCESS GATE REQUIREMENTS PER F.B.C. 424.2.17.1.8 AMENDED 06- 30 -03: �` m - GATES SHALL BE EQUIPPED WITH A SELF - LATCHING & LOCKING d d w DEVICE, 54" ABOVE FINISH GRADE ELEVATION. Q wZ �z - THE DEVICE SHALL BE PLACED ON THE POOL SIDE OF THE GATE. J e o_ s_ - GATES SHALL OPEN OUTWARD AWAY FROM POOL. l � u LU U. - THE GATE SHALL HAVE NO OPENINGS GREATER THAN 1 - ," WITHIN 18" OF 0 THE RELEASE MECHANISM. o a I c pool N 22 ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH +spaoi F[ 1r- FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER �c p`oS6an 23 THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS SPA 0 Of OF THE FLORIDA BUILDING CODE, SECTION 424. 5 + 64.6 33�7 7 / L 3 305 .461.0 084': � m cL1305 843804 Fax 5954.583.7311 Q 2-- .. 6507 nw 13th CO�> t PIONat!on. FL. 3330 Z reoeny)onl @aolcom /www.Pegencyp00l.com 4 t u Vbb' t !I x woo IoodhouabW 'mmm/woo' Ion @ loOduabW Z Av0llnxuvld 1un0o LHO mu L099 � D I!€1�1� x�� °a89'90f lao x m W00[9V'90£ £L£C 993796 u�Id ��� W ono �� Iao� X �J O 'o r m 0: w 'x a QOOM M W EJNUSIX3 1[ 0rn> m O mz- x z . - p L abd ' I lN3Wdlftt�3 ld3a 'Ja18 J3d SV S31ON GOV ' L 3Ja3 S,U31VM Woa3 1004 x n e d L 800Z/9/90 :31` G a3SIA3U ��I�I�QIS�2I 1333 CZ NVHl 3210H MON 1333 w !)NI.LSIX� 06 NtfHl 2�3SO10 ION 431b001 r n NOISIA32� 38 llVHS 310d1d3MIU 101D O I X N o x N � O O d 00 ' I 'i7 X 3111 I ONIISIX3 c r � �x O 0 M 6Z# N01103S 083 U3d SVIV y-dS QOOM n C7 MI x -- I JNIISIX3 3A`dH 01 SMOGNIM'8 U000 11H Z S30'dld V NI o Z ®JN10UO3 13U MOM Ol GNOB z �CD K I x C' 1 ------------------------------ /, — y.Z " • ' ® •. • " c c ® PDINIHOHS M :lin0M :1 ION 00 w a • • •••s I ' �M N @ >10MGM1 ONIW3A3N SNOUVA`dOX3 'SNOIIIa 11 NOO 081305 I Cfl ® a3aNn A1NO A&v'SS303N SI N0Ii`dAYOX3 Iood 30 ON1WHS F - 1 - 4 x :UO103dSNI 01310N I SJ,N I I �I IId LQ JNI2IOHS x ° 55 AA Sg�o (loom v A oDmo M3iA NVId JNIS`d0 2iOlOW dWlld Ol mmz �z JNI1SlX3 O I c, z° z cc)3;W2>_rn M m A l l ' R1 o Z 3 3 �0'0.8V @7 '1'd�t�X�ti � � JNIO2iO3Ni32i >I030 01 dN08 mAOZAao=m2 ® ®I ON0VI8 �t7X.Z I x 4 - - o N AVao M 400 .L r7 T I ° v_+ �,,,� � 1OOu ,oz z —1 A01A NOI.I.0AS L NWnl00 �? I N rn{ �'�m O l�In10n�I1S UO TIVM 3SnOH �NII/�WIIYIS o I x 1 Z � � p o �� 1�Nd Ol X0 Nb'Hl ?33SO10 ll`dM I oa °�cZi1°zz W IOOd .Nb ltl ° I 'M 3 0/:D,,9 S.£# c� C x Z1z pmt r — r I b - dS I L pow Z � O ® I H0N38 rn I >- � ITI N v pZ ° Z i V [pp� °V1Z o 3 I X my� Dv; I ( AZ2 n° co ° O — I _ I - � � � i I T 30s tJ dS I I $ S310H H3Onv i tr - dS ( x M 21313VIVI ] GNVS I30S £ Dp0 b S30VId V NI �� I x m > >xD NMOHS St/ SIN w JNIOUO- ANI32� >1030 01 GN08 ® i I o w- £1L @7 ONOb218 M2 II I I ;— 3SnOH 1 _ .M L �C�fA IM 131Tvada dAl o o saolanpuoa aadooa I 1'r I x Z < — �bX b 1 — m � u ssa,ao p!los anq J Md 8 wnwluiw jo pa�analsuoa — St, C� 1SOd '1'd — ...- -4 ---- - - - - -- ---- - - - - -� cr E om X0 3snOH aq lfpys ply ay1 eyow 1:)ap Iood 2 Y ; s 5 0 M , ONIISIX3 30 aye aapun ao u►ylIM pamaas aq f1pys walled = �� S30bld ti NI 5 X 3 A om 8H1 T TIM pps ap molaq „g of „b ay1 'Iood aye <r � JNIO�103NI3?� �f034 Ol oN08 Qg='u �Zno H. W. z 3o sll>?M aplsui ayj woa3 „{,z 0 „g I 'duipua}xa 1 �= Iood 3o inoiuoa ayl punom �flsnonulluoa X mm �p un.i of p!a[) Buipuo8 Ip1lualodlnb3 °w I v m C a m ®� (�) 9Z'089 ala!ljH DIN 0 1 JOJO2l x 3 H Z Z pz aIND ONIGN08 WIN310d1(1b3 gcoc x x x x x x x x x x x x x x x x `� x x x x x x x x x x x x x x x x x x x x x x x — N NoaZ 3NIl A1U3d0 del v m di - + >z o N m m Q z z 0 5 SP-4 z U o R Mo. ay z u i ' M M o ZC,)!5 2 Vi Z U) AIR SUPPLY LINE °C oz aw m s w l , Z 2 t � PLAN LEGEND z z- 0 t il- PVC SCHEDULE 40 NSF APPVD. oz < : w, PIPE (SUPPLY LINE) MAX -w< � VELOCITY 10 F.P.S. -a p PVC SCHEDULE 40 NSF APPVD. z �a 0 PIPE (SUCTION LINE) MAX 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... VELOCITY 8 F.P.S. ................ ............ ... ..... ... PVC SCHEDULE 40 NSF APPVD. rn z uj RET PIPE (VENT LINE) 0 cc CWRET ANTI-VORTEX MAIN DRAIN ASSEMBLY M.D M.D 6 it 2-205 2" VACUUM FITTING WITH r- P Ei, 5= z 'Cn VAC, LOCK COVER oaf < Z. c"� T Z t r n z (9,, Z z ,' TOP LOADING NSF APPROVED dww JETS F- z �za: Ld SURFACE SKIMMER -,w2 f NJ P (TYP OF 4) m 6 1 1/2" ADJUSTABLE EYEBALL 00 'zz'00, I -<0zz VAC I I POOL/SPA RETURN FITTING 0 F- Lij o 0 d 0 0 F Enw z -z z 0 fl) 1 % CL La 0 PIPING LEGEND En LLI Ld t) L II L � E o w 9 - j z L� E z �zm I.D. No. DESCRIPTION SIZE 0 z u ZL 0 cn< w MAIN DRAIN LINE 2 En POOL SKIMMER LINE 2' S.K E POOL VACUUM LINE 2 @ POOL RETURN LINE 1.5 cd Q HYDROTHERAPY JETS LINE 2 ............... .... .... . ........... ....... . ..... ................................................................................................. - ............................................... ................ cd O L.;j Z 1.5" ANTI ENTRAPMENT 11-- VENT LINE. 0 UJI 0 0 x POOL PIPING PLAN 1/4 -1 1-011 200 SF CARTRI NOTE: WASTE FILTER ALL EXPOSED PVC PIPE SHALL BE TREATED 118,000 BTU 4. AGAINST U. V. LIGHT. POOL PUMP HEAT PUMP 1.5 HP) H rn BYPASS MANIFOLD oc oc N W/ CHECK VALVE cq F 0 AQUA PURE� z 700 JANDY m L 0 POOL EQUIPMENT co PAD (D Q (D (D co Z LU Lu ( LL FLOW DIAGRAM POOL (1) PUMP SYSTEM Z Z3 LL N.T.S. :52 2 0 0 ----------- 40 reQ )cu APW 46 ena - PcU56311 SPA ID 954.583.7373 305.461.0084 Z celW.6 A-W Fax 95455.731 of 6507 nw 13th court Plonfotl0n, FL 3330 Z req--npool@oLolcom/www,reqmci4poolcom z C7 N GRASS POOL WATER � PIPE PRESSURE FLOW SUCTION FLOW N LEVEL POOL WATER •i-?� SIZE CAPACITY (10FPS) CAPACITY(8FPS) c)Zoz BULLNOSE BRICK BOND TO DECK DIVING �� LEVEL 1 - 0 6 REINFORCING so WATERLINE GRASS 1 -O BOARDS DECK 1.5 60 gpm 49 gpm z �� JUNCTION DRAINS 2.0" 100 gpm 80 gpm _ °-5 o FORMING ��� BOXES (G) SHELLS 2.5" 150 gpm 110 gpm r POOL & DECK LADDERS 3.0" 220 gpm 180 gpm rnSZ 6" GLAZED r \ REINFORCING Zo CERAMIC TILE N WATER ` STEEL #3 @ 9" HORIZONTAL BOND TO REBAR CIRCULATING �Ura RETURN _ T FENCE METAL DOOR PUMPING FLOW RATES @ 60 TDH CAGE IN 4 EQUIPMENT =N FITTINGS / PLACES FRAMES, ETC, <5 FT 3/4 hp = 55 gpm o��2 W #3 @ 9" VERTICAL ✓ _ FROM WATER EDGE 1.0 HP = 75 m Zoa N IC a ELECTR AL gp PANEL / POOL COVER MOTOR z a NOTE: d 2.0 HP - 95gpm 0 a FLOOR AND WALLS SHALL # @ C/C GROUND wog ° DIAMOND BRIT BAR AT ) _ 3 9" WATER 2 5 HP 115 m BE 6" MIN. SHOTCRETE OR HE ER (G METAL— 5 F - gp m ZZ °s a FINISH M WATER EDGE - 40 gpm z_ W FIXED GUNITE FROM 3 0 HP 1 x COMMON BONDING GRID DETAIL "° BASED UPON STA -RITE Za ° MAX -E -GLASS II COMMON BONDING GRID —w o v N.T.S. a .T.S. ' #3 @ 9" C /C, UCTU VENT PIPE MAX. LENGTH w t- o 0 ' PERMITTED TO BE: 3" CLR. CENTER STEEL IN RCING STEEL RODS THAT ARE FLOW VENT MAX o v a= . STR RAL REINFO BONDED TOGETHER FLOOR. WALL OF BOLTED OR WELDED METAL POOL. HP RATE SIZES LENGTH Cr SOLID COPPER CONDUCTOR NO. 8 OR LARGER �3 O POOL WALL SECTION O POOL STAIR DETAIL O SC POOL SWIMOUT DETAIL 314 55 gpm 1 29 LF z SCALE: 1!2 ° =1' -0" SCALE: 1/2" =1' -0" ALE: 1/2 " =1' -0" 1 75 gpm 1 2" 40 LF o 1.5 90 gpm 11" 49 LF 2 95 gpm 1 2" 51 LF N 2.5 115 gpm 1 Z" 62 LF 0 00ulzu- 3 140 gpm 1 76LFo0ZFaW 5 300 gpm 1 2" 143 LF °�z Zur°vi -Vent is designed to evacuate suction in 3 w w U pQ° o WATERLINE OF POOL 9 sec. or less per FBC 424 Ld o � Z Y o F < UPLIFT DATA HEATPUMP -This safety vacuum relief system is a non- C) J,wo °z mechanical vent system that will limit the w V) ° _: ° % sv- +6 5 , FILTER transmission of suction at the outlet to a .2 - TOP OF POOL WALL ELEVATION ZZ°c� <3 (4) 5/8" DIAM. x maximum of 4.5" of mercury, a o z Z °,- 4 " HILTI KWIK O �� °E,-_< + BOLTS PUMP °°m6<z _ BOTTOM SLAB ELEVATION F- 0.67 > aZ� 1- 7 4 6 "THICK / SLOpE . GROUND WATER LEVEL +3.5' i) 112 "DIAM x U DEDUCT BOTTOM SLAB BOLTS xoo Z {ma xi `O SLOp� � max) 10 3" HILT] KWIK CONCRETE 1 wry EQUIPMENT 3 1 + ' GENERAL NOTES: O ELEVATION oz Sarn 1. POOL MECHANICAL EQUIPMENT ANCHORAGE HAS Z mo ww �- POOL UPLIFT FORCE +2.83' BEEN DESIGNED TO COMPLY WITH F.B.C. SECT. 301.13 m o W R 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE w Q z m E O M DEDUCT 2.00' ALLOWED FOR 1 112" PVC PIPE =z o W W ANTI - VORTEX M.D. ASSEMBLY W/ (_) 2 00' EQUIPMENT SLAB. SEPARATE SLABS ARE NOT VENT LINE o a ao HYDROSTATIC VALVE USE OF 2" HYDROSTATIC PERMITTED. ° rn °F 16' - 6 " 3' - 6 " PRESSURE RELIEF VALVE (- 2.00') FILTER/ PUMP/ HEATE RESULTANT UPLIFT FORCE +0.83' ANCHORAGE DETAIL POOL PROFILE DETAIL 6" N.T.S. N SLAB THICKNESS REQ'D = 8" CLEAR N.T.S. AIR GAP STATIC POOL W T 00 VENT LINE PIPE SHOULD BE LOCATED OUT OF W DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD lk WATER LEVEL ANTI - VORTEX MAIN ;,K DRAIN ASSEMBLY T -0" © ANTI- ENTRAPMENT VENT LINE DETAIL w MINIMUM FACE TO FACE NO SCALE .,_�, - Q o ,�A TILE SKIMMER 12 VOLT TRANS- FORMER � ' THROAT BOX 1 112" PVC PIPE Z 1.5 VENT WATER PROOF - �• SP 1078 FLAPPER VALVE JUNCTION BOX. VENT LINE (— ewooi ASSEMBLY AND SELF RELEASING LINE W SPRING LOADED CHECK VALVE T 48" CLR W • 2 -45 ELS. =,. HYDROSTATIC S PUMP STAKE " N VALVE SUCTION e CLEAR TO FILTER PUMP TO SUB - PANEL AIR GAP o° ' POOL DUAL MAIN DRAIN 1" PVC COND. STATIC POOL W.L. POOL SKIMMER DETAIL Q O N.T.S. CONNECTION DETAIL - 1413 SJT W -A DBL INS. VENT LINE PIPE SHOULD BE LOCATED OUT OF oo N O DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD o 6 1 'HUB W/P LIGHT CORD o° c� GND. LUG IN NICHE ANTI - ENTRAPMENT- VENT LINE DETAIL ° z ¢ `fir' d COAT LUGS W/ © NO SCALE O APPROVED 3M SILICON Z � LOAD CALCULATIONS POOL LIGHT POTTING m M 3 #6 THWN,CU, 3 #12 -1/2 "C O 3 #12 -112 "C 0 a a 314 "C 2Pl50A 1P /15A 2P /20A GEN. LIGHTING: 1,844 SF x 3 WATTS /SF= 5,532 WATTS #8 CU GND WIRE EXIST. + 3000 WATTS = 8,532 WATTS INSULATED METER GEN. APPLIANCES & WATER HEATER= 28,000 WATTS CAN ' SUB - TOTAL= 38,532 WATTS o 0 EXIST. O CLAMP 20A 200 A POOL PUMP 1 AT 100 % = 2,300 WATTS a Z W SW RECPT. O PANEL HEAT PUMP 1 AT 100 % = 8,510 WATTS �� NICHE LIGHT DETAIL Qdz POOL LIGHT AT 100 % = 200 WATTS 1 A 1 f Z SW TIMER O €XIST. FPL SUB - TOTAL= 11,010 WATTS ' N @ W 3W SERVICE TOTAL= 49,542 WATTS -�� • FIRST 10 KW AT 100 %= 10,000 WATTS ° o B0 REMAINDER 39,542 WATTS @ 40 %= 15,816 WATTS I' 14/3 SJT -1 "C � a INTEGRAL W/ TOTAL LOAD @ DEMAND FACTOR 25,816 WATTS I pool HEAT FILTER FIXTURE A/C OR HEATING AT 100 %= 10,000 WATTS en� *SR pcQ56H PUMP PUMP POOL POOL MOTOR MOTOR LIGHT LIGHT - - TOTAL CONNECTED LOAD= -*EPA EXIST. 35,816 WATTS /230 VOLTS= 155.72 AMPS = Cz iZ GROUND ® 454. 305.461.0084 m POOL ELECTRICAL SCHEMATIC ceIM5.6MIX114 Fox: 95450.7311 < j N .T.S. ® ¢507 nub 131h court plantation. FL. 33313 Z VAIII re4rnio3( @ao1 ccin /www.reWc4Pool corn i AP ROVED PERMIT #:WZ6-]5L M"I -DADS COUNTY HEALTH DE PAR MIAMI SHORES VILLAGE PERMIT* IRATE: T C2G 2 - APPROVED DATE ZOMNG z STRLICTI,!:., �b ILECi Pi i >'x BLDG. PR 2 mg f vi B Y: -- ----- - - - - -- SUBJECT TO COMPLIA E WITH ALL FEDERAL E STATE AND COUNTY RULES AND REGULATIONS TY 01-1 w y z 0 U) O ZQ ~ W 2 PROPERTY LINE 0z z X — X—X—X—X—X—X—X—X—x—x—x—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X—X ° 912 9 EQUIPOTENTIAL BONDING GRID Refer to NEC Article 680.26 (C) CL en on to run M C3- P Equipottial Bonding Grid i A X I ' ��? w w continuously around the contour of pool Z 0 extending 18" to 24" from the inside walls of BOND TO DECK REINFORCING CD_ the pool. The 4'' to 6" below grade grid X IN 4 PLACES pattern shall be secured within or under the Zs pool deck media. The grid shall be X r - - - - - - - - - - / - - - - - - - - - - - - - - - - - - - - - - - - - - constructed of minimum 8 AWG bare solid 0 I d cooper conductors. -WO 12 '-0" 2'-0" I BOND TO DECK REINFORCING W aa l al IN 4 PLACES M cc 4 x l i SP-4 j 3 z 0 LL X 0 1 3 E Z < a: C c , !�-z U w BENCH �,n q (o ZA L , . 0 SP- i Ljj L Z, NZ I n J �u'�°��z U) 1 9 C�-f b SWIMMING e2 0 N (i o ZXd >~Z,o POOL . < z,-- C) �Z,09-iE 0z 0S LJ 2 0 P 0 F- 8 M I2 M F-- Z W BOND TO DECK REINFORCING 0 FF-WX?L IN 4 PLACES E z z 8 9 9 v 3 x Uj W 0 o w � ( O .� W, 0 (L 0=0: m w�-- Wo w < 0 z - � 9 M E TO PUMP MOTOR CASING C EXISTING X azo i-zt:j� I I Q, w af X WOOD = :0 a: I I X LU I PT z I i I A 4< I V76.6 N !2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — L;j Z BOND TO DECK REI �FORCING < 00 IN 4 PLACES EXISTING 2 ALL DOOR & WINDOWS TO HAVE Z LL WOOD SP-4 ALARMS PER FBC SECTION 424 O 0 X l 0 EXISTING X TILE II X �T* 0C 00 X 6 GFCI RECEPTACLE SHALL BE z LOCATED NOT CLOSER THAN 10 EXISTING ca N 0 FEET NOR MORE THAN 20 FEET a A t X POOL FROM WATER'S EDGE. RESIDENCE EQUIPMENT PAD X co La 2 ED L U L Z IX EXISTING Z WOOD M 0 Ee J � 0: (L oo eQe� ,, nc u X . .... �56311 --FSPA X Pool Layout Area Plan 1/4"=P-0 clan 95 583.1173 305.461.0084 cel 305.6843804 FaX 954.583.731 ry 6507 nw 13th co��t plantation. Fl. 33313 Z X nej3Voola- (4ol co ntv)ww. reqpnN pool com w�'" r �;, - I , ,.� Z 0 �C PROPE LINE _ _ _ _ _ z� X x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x =0a EQUIPOTENTIAL BONDING GRID ' cozyz z LL.E z° -� X Refer to NEC Article 680.26 (C) °o0r- =V C', 11 Equipotential Bonding Grid to run c� .6 w X i continuously around the contour of pool �Z°� extending 18" to 24" from the inside walls of BOND TO DECK REINFORCING the pool. The 4" to 6" below grade grid o WoQ X IN 4 PLACES �� w o pattern shall be secured within or under the zZs pool deck media. The grid shall be z o -- - - - - -- constructed of minimum 8 AWG bare solid " 7' --------------------- - - - - -- z =SQ z.. X I J { I cooper conductors. —W ;I <J I I W ~ x Z, X I 1 I BOND TO DECK REINFORCING +6.5' # - -��� IN 4 PLACES p air I 4 I "id j SP-4 j 3 0 I 3' -0" I z 9 { o i r z Z I � � °aZFwW I X I O a Z V U I E 3Oo0 a nin a BENCH W °o ° SP -4 I o p °FWY °iE° 0 W X i J MoLi° WH2 I 0 O coo z�a our - -� x j SWIMMING °ZmW%z O,- N POOL r w o�oWONo Oz x I F- m��moZOW BOND TO DECK REINEORCING IN 4 PLACES Z 'F-M20 vi E Z F6HE WU / I a m z ' L A'n p WazmEam TO PUMP MOTOR CASING I EXISTING �or9ZW W U WOOD o °m= °W°` X I r • zn � — I I I I 4' -0" FT UJI I z I 1 � — Sc N I +6.5' �I o M W ry I L - -- �s - - - -- - - - -- -- d X 1 Ij + 0 2 BOND TO DECK REI FORCINGO Q 04 c IN 4 PLACES V EXISTING 2 ALL DOOR & WINDOWS TO HAVE Z �- WOOD SP ALARMS PER FBC SECTION 424 U c7 O W XI o EXISTING X TILE w X O g M a L x o Z Q n Z > X GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 EXISTING m op FEET NOR MORE THAN 20 FEET RESIDENCE POOL FROM WATER'S EDGE. EQU IPMENT PAD w� �• a o W Ljj O zz awa �Z X I EXISTING J WOOD a 0> U O X r -- - - ----------- I � a �� p0a1 ur or ® e +S paOi RL'1C ANPW P C 056811 X X I Pool Layout & Area Plan 1/4"=V-0" 454.5 305.461.0084 Z W M cel 305.6843804 FaX 9645837311 Q 65507 nw 13th court plantation. FL 33313 Z regrnaool @od car /www.regencypool.com X F AIR - . *' ..