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Home My WebLink AboutPLANF. 4 I a THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA 40 ft. BUILDING CODE FLUSH PLANTER POOL DECK IS 9" AWAY FROM PROPERTY LINE + TMENT REQUIRED r TERMITE TREA 220.4in_ �R \(Q) SKIMMER MD I 14' X 28' N GEM COAT S' DEEP X DEEP INTERIOR 6ft. TILED STEP EDGES LIGHT TILED BENCH EDGE O ------------------ C AFETY BARRIER PER FBC T 424.2.17.3 AND ANSI/NSPI-6-1995 DECO DRAIN • . . . . • . . . . . . . .I . . . . . . . . . a CONCRETE FLO- -' —----CRETE DECK AREA � I I ' (NO SCALE) ALL PLUMBING SCH. 40 PVC. SUCTION SIDE 2" RETURN SIDE 1.5" RETURN LINE MAIN SWIMOUTS WHEN PROVIDED SHALL BE AT 20" MAX. BELOW THE WATERLINE 20' max. FILTER PU J HAIR A LINT CATCHER. (COMPONENT OF PUMP) VAC LINE PLANTER 6 ft. 7 ft. 6 in. -- .E ---------=---iT------------ 1 r SAFETY BARRIER FENCE NO CLOSER THAN 20" FROM WATERLINE 1 . rA F , . . . . . . . . . . . . . "LOCATION OF GFI RECEPTACLE TO BE DETERMINED IN FIELD PER NEC 680 BURIED POWER LINE iIIESE NS AND AI.IPROPOSED NORK ARE SU EC'f TO ANV CORRECIVIS S REQUIRED BV FIELD INSPECTORS COMP V TH ALRAPPUCDSRE CODES. NOTE: POOL PUMP MOTOR LOCATED ABOVE ELECTRICAL DIAGRAM GRADE. PROVIDE SEPARATE CIRCUIT FOR PUMP MOTOR(S)AND HEATER(S) ETC (No SCALE) WATER LEVEL RAIN TIGHT OUTDOOR NOTE: INSTALL 125V 15 ELECTRICAL PANEL AMP WEATHERPROOF (SIZED PER LOAD) DUPLEX RECEPTACLE AT TO MAIN SERVICE PANEL IN LEAST 10 AWAY AND 2 Z APPROVED ONDUIT(SIZED GFI PER LOAD) OUTLET I NOT MORE THAN 20' Z WIRING TO POOL LIGHT IN TDOOR TIMECL KFROM THE INSIDE WALL OF THE POOL APPROVED CTaNDDiT POMP UNDERWATE MOTOR LIGHT �I UL APPROVED DECK BOX FOR DIRECT CONNECTIO NOTES: fu WET NICNE �. (1) POOL PANEL AND SWITCHES MUST BEAT LEAST FFROM THE INSIDE WALL OF THE POOL NICHE ENCASED r*l. (2) ALL ELECTRICAL WIRING AND EQUIPMENT IN GUNITE� POOL LI HTSWITCH* MUST INSTALLED IN ACCORDANCE WITH THE UNDERWATER EITHER INDOOR OR I M EDITION OF THE NATIONAL ELECTRICAL LIGHT OUTDOOR CODE POOL FINISF APPROVED WIRING IN 1" 13) PROVIDE PROPER WORKING CLEARANCE SCH 40 PVC WI1M ' SPACES FOR FI FCTRMAI FOIIIPMFNT AS WE BONDING CONDUCTOR SPACES OF NFPA 70 POOL PATIO WE HAVE REVIEWED THE POOUSPA PLAN 1 AND APPROVE ALL ELEVATIONS, DEPTHS, AND DIMENSIONS TO BE CORRECT UNLESS OTHER :ARSE NOTED ON PLAN. PAD PER FBC 424Z2 '--- EQ 1 TY 13UILDJNC DgVp„ION REVJIL�VC,jD OR REWEWED MUST B � L I I:RMi gT NO PNSIR Noss„,t.-° llq el MADE MISC. NOTES �FF�cr/v P4A sr JAN�ARV I 200, AT PIFS SApra00'LALL® W1 42 4 S SlvOqq�7ys�t�Ol =ri DOORS MAP --ELAKES DOGLEG PRIMAVISTA/ ST DRIV[ LUCIE WEST BLVD. PGA CIRCLE US 1 OUTH 1. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2X5 CAPTILE BORDER. OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITY 2. HAND HOLD TO BE INSTALLED AT ARE WHERE DECK RAISED ab" ABOVEY - Fro" MAX. e To 0 12" MAX. P J OUTSIDE ANGLE OF REPOSE W AND FURTHER -4" THICK WALLS WHAT REBAR 012' O.C. EACH WAY 3' TO 6' = S" THICK WALLS WMS REBAR @ 6' O C. EACH WAY 0' TO T =8" THICK WALLS WM3 REBAR @ 6" O.C. EACH WAY W O,R AA 3 3 v 6 3IL 7 � n° � Qa EXCAVATION INTC 4HE ANGLE OF REPOSE IS ALLOWABLE PROVIDED: SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES ' COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED AT C.O.OF THE SWIMMING POOL FROM V. LIGHT POWER CONDUIT SUPPLY UNDERWATER NICHE LIGHT DETAIL (NO SCALE) GROUND CLAMP CONTINUOUS BOND WIRE COMMON TO POOL STEEL, RAILS & EQUIPMENT N.T.S. 40KAIL BONDING DE1 WHEREAPPLICABLE 116 N8 GROUND WIRE STEPS STEP DETAIL 1. TREAD IS MIN. OF 12" WIDE. 2. RISER NOT GREATER THAN 11.5" EXCEPT IF MORE THAN (3) TREADS ARE USED. 3. ALL STEPS TO BE SOLID GUNITE 4OW PSI. POOL DETAIL • TEED IN CENTER BE BETWEEN DRAINS VENT LINE NOT TO BE FURTHER THEN . (2.) ANSI / ASME 40 FT. FROM POOL HYDRO -STATIC RELIEF DRAIN COVERS 25' MAX. WET LENTH DEVICE INSTALLED IA AREAS THAT EXCEED 1' WATER TABLE IN SHELL TO AIR VENT MINIMUM (21SUCTION__LINES PER PUMP 3 FT, SEPARATION II —�JI I OGRAVEI. BED AL MAIN DRAIN 2" PVC VENT LINES TO BE 1" MIN 2" MAX PVC APPROVED WITH 424.2.6.6 OF THE 2002 FLOP BUILDING CODE NOTE: REMOVE GRATE& O VE R PGUR BEND INTO DECK 1/4" PER FT. SLOPE (OR CAPTILE, @48" O.C. MAX. WELL POINT PIUG FROM MAIN WHERE GRAIN SATTACH YING PUMP APPLICABLE LINE WHEN EMPTYING POOL 6"X6"TILE 4" SLAB INTERIOR A 2500 FIBS GRATE SHALL FINISH TYPICAL WALL BE SECURED IN 4 !2" TYP. SECTION PLACE SO WALL POINT THAT TOOLS WELL SCALE) ARE REQUIRED' FOR REMOVAL STEEL-TEX FORM 6" TYP' R KRAFT WALL FLOOR #3 @ 12 O.C.B.W. THREADE NOTE: FOR DEPTHS PLUG REATER THAN W ADD I - PLUG COVE BAR @ 6" O.C. TO PUMP —f GRAVEL BED 3' R FLOOR SLOPES SHALL BE REASONABLY UNIFORM AND COMPLY WITH ARTICLES SS1 THRU 5.6_3 SPECIFICATIONS MAX. WIDTH 14' MAX. LENGTH 28' MIN. DEPTH 3' MAX. DEPTH 5' SHAPE CUST ELEVATION T.B.D FILL FROM EXCAVATION STOCKPILE _ TILE TOD INTERIOR FINISH GEM FILTER CJ200 PUMP JANDY PUMP HP: POOL iHP SPA NA TIMER INCL LIGHTS POOL 300 WATT SPA _ NA 1'RNFORM POOL 300 WATT SPA N MAIN DRAIN POOL 2 SPA NA SKIMMER 1 RETURNS: POOL 3 _ SPA NA JETS: POOL NA SPA NA VALVED VAG LINE INCL FILL LINE NA DISCHARGE LINE TO GROUND CHLORINATOR INLINE VISION NA HANDRAIL NA LADDER NA DIVING BOARD_ NA SLIDE NA HEATER NA VACUUM HEAD INCL POLE INCL VACUUM HOSE INCL BRUSH INCL LEAF SKIMMER INCL TEST KIT INCL TREE ! STUMP REMOVAL NA REMOVE EXISITING CONCRETE NA PUMP POOL PATIO NA SCREEN ENCLOSURE THROUGH KOLTER ELECTRICAL ACCURATE ELECTRIC POOL PATIO CONCRETE FLO-CRETE EXISTING PATIO CONCRETE FLO-CRETE DECK DRAIN NA GALLON CAPACITY -POOL 12,800 GAL. GALLON CAPACITY -SPA 700 GAL. TURN -OVER RATE 6 hrs TERMITE TREAT INC BARRIER INC MAX. WATER VELOCITY -10 ft./S SKIMMER-M-1-N. FLOW 25 GPM SURFACE AREA OF POOL - 340 SQ. FT. MMALxG1E& 1. SMAINGP COHSIWI IpN TO COLNIVWFIA&DG CODE AEA Wn1ALL LCCALLNUINANCEaARA zaE4xcrLr."nn"n a�r.Pwea N�uA roa ro ��W Lx w u,oraeumeo vna Au wuas,wo wowm sxpu � Gown® -� wLxwnw;®Pc.LCMCrtlENa9atLLwICO.PIlEe4w 9TREARL EARNlGLE92TH4xxRYP 9S. di WICK 9LTOR LW9E.9CfTSK i MPML PAP8WPNLL .V/BILLLi.fMKAND 6.ALL Ptl]L PNWORIBEP.V.GBCNEg4EAYNl afANEANTEHBF.YRbVAI. R BRCMYIpBx 9 W LL BE IN L W PLIANLE NRX LOCAL GRMUHCE4 T. WSPOSALOFPO0.NWTERSWLL`RMRWLL LOULo FORiES.sLwf'ACEOPuxA atwuwxfnx NM1BLWmNPl. AM AI AlL WHpLLNOFPEAs19TFOILLANETNax GIEIWIMt L WTm31YH.V aO19BOBAL 9RALL9E I.L.IW TIRTn6fE b MLl.O99COXE6CTMN WM♦ mLEsn ATNNNDRARI eR HAWAlFPnce� eemF4. L GWIE RTW tNEANLLLRA4 AM R M ACREIRI8A MIWMFME AM UW 19. XPIRHLIM511UNffRS&NLLXAKAFEWVRaIESCRFFI W AYIEW W FREEPNFA6TAnEAFFA OF mE sucnox uE,E it. ELECTRKRI.: WStiLL WPoHGBKMfESAS9NOWlIN'FOOLOATR'N®EON. LNM COKECLpNIn fAKORNto WALELE:IMCK COOS-utEST WInax. tx.au YEfALLICuc coN"Mn.ILA,., ..ARM&y P s1EEL, uvrt TMETRRR&G . M PAm9 „r I. narAaAns.mWAeoARa'"MMomsro eE CONGER TLGETxERacao"Amtoa 6Rtl1W�0"igW COLUL'FpLEWALNIITBE9WLLBLTMNiSCgWFR 14 CPRT"OGEFL�W WREOV6tA WATFA 1BL9IYLLNAVFAftTRAR]HfGTENOFTOE%CEETISOP.N.(9.F.OFFLTERggEA. Ep epcN-wAsxREawEa COMRpR LLLLLVWFVpuaxfiNYgIBAroLOWInaN9at BITG 6EFOREsrAR11NGnE%MNCT. 15 SP FCRSIMLL VNtlFV LOCATW.1 ➢C1N ...AC YVF➢.Y, CCt/AM. 16.9PELYAL ATIEHTKINbULL 6EOMHTO EMIft11NOF UEIOPTNITO FxEVE"IINAERI."W. JOB NAME: RITACCO LOT60 ISLAND POINT ADDRESS. 9116 SHORT CHIP CIR PERMIT NO.: DATE DRAWN: MARCH 21, 2005 DRAWN BY: TRAVIS LEONARD DESIGNER APPROVAL: CUSTOMER APPROVAL: SCALE: 1/4" = 1' 1 ROW OF WATERLINE A,c CONCRETE j POOLS, INC. @ 12" O/C E.W. SLOPE DOES NOT �- EXCEED 1' IN 3' CYCOLAC MAIN 24' KIT 2$' TYPICAL SECTION THRU POOL (NO SCALE) 4" THICK WALLS SHALL NOT SLOPE GREATER THAN 11*