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HomeMy WebLinkAboutBuilding plansA 8" ROUND MOFLOW'" SUCTION OUTLET COVER WEMUAND MUD FRAME xupalnlw 7....1 TpsAN �����iz}paMnt.5lqpes r, 318 mMMM ex M Na[1urt01n II wmw+ein m Irmw. �.,. . n.wnau.. (aNIBp6i,a09 n ex Para BMFua n«HE f F' ❑ NeA,--- aree all = f - PePiaoes nln .- XPV,NRfu.XxhvantlXNWxu .DowPm VGB 2008 Compliant x,IG ^••x^�^' ^' TyysglWw.aleu.apl PeTr-111InI 111-11-01 OrDkB os:Pue05b105060 F.'Our aT.Iet. IDM1NaOuffiMryWIF�IKO ISO wmv.a'-drigWlpwitz" 76 ft. 5 in. 30' PICTURE FRAME i d TRAVERTINE PATIO THROUGH A&G POOLS I 12' WALL HEIGHT ENTIRE I ENCLOSURE FLOATING POOL ALARM PER NSF I PROVIDE HAND HOLDS AS REQUIRED ANSI/NB CERTIFIED TO ASTM F 2208-08 OR MAINTAIN 6" GRABBABL6 BABLE SURFACE (DETERMINE IN FIELD) A&G TO REMOVE ALL LANDSCAPING AS NEEDED 34Ift. ALONG WITH EXISTING r I SCREEN ENCLOSED PORCH 3.5' DEEP i 5.5' DEEP VAC -2.5' 22 ft. 6 in. TILED STEP EDGES i AUTOFILL AND OVERFLOW COLOR LED MT�C..NOTES R LI HT 1. ALL STEPS AND SWIMOUT BENCH EDGES HANDRAIL WILL HAVE 2XG CAPTILE BORDER OF BONDING DETAIL WET DECK AREA OPPOSITE COLOR OF GEM FINISH FOR WHERE VISIBILITY PER NATIONAL r--------------`-I---------------•; COLOR LED 2„_ 2. HAND HOLD TO BE INSTALLED AT ARE 1.5' F SKIMMER WHERE DECK RAISED-0" T ELECTRICAL CODE I t ABOVE POOL I 08 GROUND WIRE LIGHT I H STEPS H R R w, MAX WATER STEP. DETAIL DEPTH 1. TREAD IS MIN. OF I rr I H TILED ENCH EDGE POOL BARRIER PER FRC 4501.17-41.1.17.3 AND I-10" MI 10" WIDE. T 2. RISER NOT 12 j ANSIINSPI-5-1995 NSF CERTIFIED TO ASTM F 2208-08 12• EXCEPT IF MORE S , � I I I L M ' ^ THAN(3)TREADS COL R LED ; I P I I ' 1" 3. ALUSED.L STEPS TO BE LIGHT =----L....... H 1 L HI..__p: l R) SAFETY BARRIER PER FRC 4101.17-4501.17.1.15 8L SOLID GUNITE d000 I I_J �' ASTM5034-95, ASTM D3787-89, ASTM 653-96,f N.T.S. PSI. 1n , 1.511 I I I 21 ft. � '.ISP/I LINK 2.5" I 3" PERIMETER I I I I 1 5" OVERFLOW SPA /b� $ 1.5" Vu I OUTLINED WITH TILE ^a IT I $ I +9" ABOVE DECK DECO DRAIN ;. --------------------------------.I--------------------------------------•--------------•------•---------- ._.._.._.._.._.....-.. I .. ..-..-..-..-..-..Q-..-.. _.._..-.. _.-..-.._. _.._. -.. _.._. -.. _.. _.._.. _.. _. _. - 1" THICK TRAVERTINE ON TOP OF BURLED POWER LINES I EXISTING CONCRETE PATIO SWIMOUTS MEN PROOIDED SHALL BE AT M0 I MAX. BELOW THE CERTIFICATE OF COMPLIANCE The following products have been tested to ANSI/APSP-16 2011 per Section 1404 of the Virginia Graeme Baker Pool and Safety Act (VGB-2008) and safety rp0ulations set forth by the CPSC. These products are manufactured by Custom Molded Pr©ducts, Inc. in Shanghai, China and certified by Underwriters Laboratories, Inc., at 2929 E. Imperial Highway, Suite 100, Brea, CA 92821 (ph: 714-223-3600) or IAPMO R&T lab at 5001 E. Philadelphia Street, Ontario, CA 91761 (ph: 909-472-4100). A copy of the test results may be found at www.ul.com or www.pld.iapmo.org. M NIT RV � I I l_ I r I i EXSITING COVERED LANAI AREA ILLUSION TILE SET ON SPA SPA DETAIL BEAM \ weTERLIN a"xa" n (1)CHANNEL DRAIN AND STEP TECHNICAL GUIDE � GRATE SHALL BE SECURED IN SPA BENCH STEP IS 9" FLOOR WALL PLUMBING PORTS FLOW FLOW BELOW PLACE SO 18" BELOW WATER LINE RATE RATE THAT TOOLS WATER LINE a .3e' ARE REQUIRE 6" T YP 32 2.51 OUTER 308 GPM 212 GPM X. I FOR REMOVAL),FLOOR 1 25' CENTER 200 GPM 168GPM V 2' OUTER 268 GPM 192 GPM Li S IrNTIH 15AUPM 176GPM -. FIrn4u ,rrTr>Ra(Q[eL MIT 10.0' GRAVEL BED TO PUMP ----I SPA DETAIL •fffl*ft FLORIDA PIPING SCHEMATIC MUST HOLD 35 PSI FOF _ BUILDING CODE FOR RESIDENTIAL 5T" EDITION AND THE ANSUAPSP-7 2006 FOR (NO SCALE) : EAST 301 SUCTION ENTRAPMENT AVOIDANCE APPROVED MAIN DRAIN FRAMES AND _R _SSL GRATES lra�I .G.B. ASMFJANSI 112.19.8- I'v) FILTER GAL 2007 I I 'UNBLOCKABLE_CHANNEL DRAIN 7 2.5" SUCTION LINE MAX 117 G.P.M. 3" SUCTION LINE TO RREE��NN LIN PUMP MAX 181 G.P.M. TtXFIL71tATION PUMP 2.5" RETURN LINE TO JET PUMP (2) MAIN DRAIN WIN. 3' APART r /. HAIR & LIN' CATCHER (COMPONENT OF OUTSIDE SECTION (NO SCALE) Jandy' PIusHP' Series High Had Pumps Full Rated (PHPF) and MaKAmed (PHPM) ===ANN =====RI=== IiC7� '"=�SMMi7LLse7 1/2" TYPI OZOCIa3-i�C.7i_003®C.�--C-..�- WALL�� yM eM-GC37CeaWM OMOR;,„'.�7- - EON _ _- ===E ELECTRICAL DIAGRAM AND GFI GRADE. PROWD SEPARATE CIRCUIT FOR �TL_ET PER 2011 NEC PUMP MOTO (SAND HEATER(S) ETC (NO SCALE) I WATER LEVEL NOTE: INSTALL 125V_15 RAIN TIGHT OUTDO R LECTRICAL PAN AMP WEATHERPROOF (SIZED PER LOAD DUPLEX_ RECEPTACLE AT TO MAIN SERVICE PANEL IN G.F.1 LEAST 10' AWAY AND _ ' APPROVED NDUrE SIZED OUTLET NOT THAN 20' - 2 PER LOAD) -MORE I r cK FROM THE INSIDE WALL_ 'F WIRING TO POOL LIGHT IN TDOOR MEc OF THE POOL APPROVED CONDUIT PUMP UNDERWATE Moron LIGHT UL APPROVED DECK BOX FDR DIRECT CONNECT NOTES: TO WET NICHE (1) POOL PANEL AND SWITCHES MUST BE AT LEAST 6' FROM THE INSIDE WALL OF THE POOL • (2) ALL ELECTRICAL WIRING AND EQUIPMENT POOL LI HT SWITCH MUST INSTALLED IN ACCORDANCE WITH THE UNDERWATER EITHER INDOOR OR 2011 EDITION OF THE NATIONAL ELECTRICAL LIGHT OUTDOOR CODE POOL FINIS APPROVED WIRING IN 1" (3) PROVIDE PROPER WORKING CLEARANCE SCH 40 PVC W/#8 BONDING CONDUCTOR SPACES FOR ELECTRICAL EQUIPMENT AS PER HO-26 OF It 70 it FIL FOOTER DETAIL (Z1 #5 REBAR) 12" o+/ 12" NO SCALE APPROVED MAIN DRAIN POOL. DETAIL_ FRAMES AND GRATES PER V.G.B. ASME/ANSI APPROVED WITH THE 2014 FLORIDA 112.19.8-2007 BUILDING CODE FOR RESIDENTIAL 5TH EDITION AND THE ANSI/APSP-7 2006 FOR , , I SUCTION ENTRAPMENT AVOIDANCE 2.5" Sir MINIMUM (2) SUCTION LINES PER PUMP 3 RETURN FT. SEPARATION OR SEPARATE PLANES LINE TO , IS 3 FT. MIN. FIRST TEE 2.5" SUCTION LINE 3" PLUMBING LINES FROM MAX 117 G.P.M. SUMP W/ 3" TEE TO FILTRATION PUMP 6 FPS MAX • APPROVED WITH THE 2014 FLORIDA BUILDING CODE FOR RESIDENTIAL 5aH EDITION SPECIFICATIONS MAX. WIDTH 19' MAX. LENGTH__ 34' MIN. DEPTH 3.5' MAX. DEPTH 6.61 SHAPE CUST ELEVATION T.B.D FILL FROM EXCAVATION HAUL TILE INTERIOR FINISH GEM FILTER CS200 PUMP MAKE PER FBC 4501.20 . - PRO/PHPM PUMP HP: POOL 2.0 HP FLO PRO VARIABLE SPEED FILTRATION PUMP COMPLIANT WITH ANSIIAPSPIICC-15 2011 LIGHTS POOL 3 CLR LED SPA 1 CLR LED TRNFORM: POOL 1 300 WATT SPA 100 WATT MAIN DRAIN: POOL 2 SPA 1 SKIMMER (1) TIMER INCL SPA PUMP 2.0 PHPM EQUIPMENT RETURNS: POOL 3 SPA 2 PAD JETS: POOL 3 SPA 8 PER FBC VALVED VAC LINE INCL FILL LINE INCL 4501.22(9.2) DISCHARGE LINE TO GROUND CHLORINATOR TRU CLEAR SALT SYSTEM HANDRAIL NA LADDER NA DIVING BOARD NA SLIDE NA E Q HEATER 7 %JE3000 ELECTRIC HEAT PUMP VACUUM HEAD INCL POLE INCL VACUUM HOSE INCL BRUSH INCL LEAF SKIMMER INCL TEST KIT INCL TREE/STUMP REMOVAL NA REMOVE EXISITING CONCRETE NA VERIFY EXACT LOCATION IN FIELD WITH SUPERVISOR OUTSIDE ANGLE OF REPOSE V AND FURTHER = 4" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY T TO 6' = 6" THICK WALLS WI#3 REBAR @ 12" O.C. EACH WAY O' TO 3' = 8" THICK WALLS W/#3 REBAR @ 12" O.C. EACH WAY 9 ft. Qi d b m 3 ft. O� h O / Z EXCAVATION INTO THE ANGLE OF REPOSE% 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 18' MIN. I ENTIRE PERIMETER) PAVER DECK OR CONCRETE DECK sdL PUMP POOL PATIO NA SCREEN PIONEER ELECTRICAL A&G CONCRETE POOLS POOL PATIO TRAVERTINE PAVERS EXISTING PATIO INSTALL TRAVERTINE OVER EXISTING CONCRETE DECK DRAIN INC GALLON CAPACITY -POOL 19,770 GAL. GALLON CAPACITY -SPA 1000 TURN -OVER RATE 6 hrs TERMITE TREAT INC BARRIER INC MAX._W-ATER__VELOCITY - 6 fLIS FROM TRUNK LINES TO 8 ft/9 SUCTION LINESIWW MAX RETURNLINE SKIMMER MIN. FLOW 25 GPM SURFACE AREA OF POOL -656 SQ. FT 110 LN_FT GE«EaALxalFs: I. svaLIxMGPOGLcoxsTRurnsx YswMxv wlru w.DD.covEAxoxTrllALLLomLaRDxnxcESAVM WDIwwulIOxs. 2 FOAMSEO POOL IOBFN. ROCK ORONwSTURB®STNO.pLL (a. AYS) COOR88NRLLBEGUNREO O. Po wPLPCECOOCRERF SOL EA apWES,THENCREIEA,E, Rem COMPIIOR LOO E, WITS. MEXOND.A atLLY NOTIFIEDUO=" LBEARWO LESS TIMENSHASUSED P. N ME MVCK. ANT OR LOOSE. WIT SOH. R12110 601NSAAr 1ARIRSAcgPACmQiNSP.AF HAS BEEN uSEOwTxEREsgN. q.AE NdOCwGBARBENALLBE NEW BILLET OPMAND S. PILPOOLPIPWDTOEP.V AINLIAEWIEMILO AL OEXbS.PPPRRVAL S.6ACW W<BN 6xgll BEw COWLIAHCE WITX LRMOESEN ORDINANCES. I.wSPoBgLOF PoOLW LWE.A N HOO M OTPMIUXANCEB.WMMONEAOIXGSXALLCOXTAw W.M WIMPPROPEmYLwFS. MMI SXALLNOTPERBISTFORM NOCX ONE C d WAlER3WPLYa usLIOH.Pratoom in SOTIATTIEE 6H0 CROSBCONNECIX)p NRM 0.SE CWATER9IMPLYORWHT AF1OSAl sYSTEM. B.ORATEATMW DMw MULLMPVE PFEEgRFA CF qK MEAPESOF ME SVCtWX LPE M SUCTION LAE"MER9 PINIMAVEA ENOVgBLESCREEw Wlq MIHIMIIMiRE AREA OF)KTIEgREAOF 1DE sNSmX L, IN 11. ELEC1PIWl:INBTALL WwwG80EVICK RE SHOWN IN'POOL OATH-MERECN.IIGM WXNEC1pNTO CGNFONM TO NRTKKIAL Cre HEIWL CWE- ATEOT EOITKIN. 12. ALL LETA W C COXO V OS. PK I NG SYSTEMS. REINFORCED STEEL. LIGHT FIXTURES S HOUSING, METAL PARIS OF LADDERS. HANDRAN; DIENG NOAROSA SUPPIXITS TO BE BONDED TOGETHER SGRWNED TO COMMON GROUND. BONDING CCNOV Mft SMALL NOT BE SUHLER MAN p COPPER. t a.NDME DOPENW MMR WATER. 14 CARTRIDGE FILTER MALL Brute A ALTRATION RATE NOT TO EXCEED i QPA. I S.F.OF FILTER AREA. NO 14. COS dNmORUPEO. S. cON1NACTOR 9xALL V ERRY ALL DILENSN Nis AND CONDITIONS AT SIZE BEFORE STgRIMO ME PROSLT. DOMT"CTORSHALLV lHLOC.STONOFELECTWCLLSEAVICPBYBPALCOMPANY. w. SPECWL ATTENTION BHLLL BE GMEN TO EASnes EOVNM IN TO PREVENT UNERMINING. JOB NAME: MARSILIA ADDRESS: 13504 NW COCO PLUM CT PERMIT NO.: DATE DRAWN: FEBRUARY 21, 2017 DRAWN BY: TRAVIS LEONARD DESIGNER APPROVAL: CUSTOMER APPROVAL: SCALE: 1/4" = V RAY REINHARD PE#4 0041 #M SOLID COPPER I I - BOND WIRE W/APPR. 1010 Easter Lill Lane Y CLAMPS Unit 203 ONE ON EACH SIDE OF POOL4 TOTAL e GAUGE I CUP COPPER MAE Cn Vero Beach FL32963 `PERM I B ,FILTRATION PUMP Opr `reat YGH SPEED EOUIPOTENTIAL BONING GRID DETAIL MINIMUM 18' FROM EDGE POOLa CONCRETE AROUND ENRRE POOL PERIMETER RI PER N.E.C. 2011 SEC. 680.26 BURIED 4" TO V DEEP (WHERE ADOPTED) INC. Be m M M nD T. Tm TM tsB M] nD tm IN mo mD am mD aM >s FLOW GPM POOL PATIO NOTE: REMOVE GRATE& 7/4 PER FT. SLOPE DECK �I 1 ROW OF WATERLINE WELL POINT PLUG FROM MAIN DRAIN a ATTACH AUX PUMP ?� LINE WHEN EMPTYING POOL 6"X6" TILE 3.5' FROM TRAVERTINE PATIO 1" LIGHT POWER INTERIOR 3 STEEL @ 12" O/C E.W. CONDUIT SUPPLY GRATE SHALL FINISH UNDERWATER BE SECURED IN TYPICAL WALL FLOOR_ SLOPE�`T' �` PLACE SO SECTION & FLOOR SLOPES SHALL DE 1 %11 PVC PIPE REASONABLY UNIFORM AM LIGHT DETAIL THAT TOOLS WELL POINT COMPLY WITH ARTICLES 5.4.1 (NOSCALE) ARE REQUIRED THRU 5.R.3 FOR REMOVAL STEEL-TEX FORM (NO SCALE) APPROVED R KRAFT WALL THE SLOPE OF THE FLOOR FROM 30' ,GP.OUND CLAMP THE SHALLOW END WALL CONTINUOUS BOND WIRE #3 @ 12" O.C.B.W. TOWARDS THE DEEP AREA SHALL NOTE: FOR DEPTHS NOT EXCEED I FOOT M I FOOT 'OMAON TO POOL STEEL, THREADE REATER THAN V ADD 1- RAILS & EQUIPMENT PLUG #3 COVE BAR @ 6" O.C. TYPICAL SECTION THRU POOL TO PUMP -► (NO SCALE) GRAVEL BED 4IN-A " :CYC:0LAC:MA:1N!D 34' 4 %" THICK WALLS SHALL NOT SLOPE GREATER THAN 110 FILE COPY THESE PLANS AND ALL PROPOSED I ARE SUBJECT TO ANY COF;RECTI( "REQUIRED BY FIELD INSPECTORS' CLAY BE NECESSARY IN ORDER 1 COMPLY WITIH ALL APPLfCABLE CO STLUCIECOUNTY BUILDING DIVISION REVIEWED FOR COMPLIA REVIEWED PY DATE LAN A D IIIIEFIMIT MUST BE KEPT O JOB OR NO INSPECTION WILL BE MADE RECr: "ED MAR 16 2017 PERCIAITTiNG St, Lucie Cc•,intY, FL Oje