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HomeMy WebLinkAboutPLANSI t' L NOTES: OUR EXPERIENCE IN OTHER POOL PROJETS IN .AIL DECKS ARE MEASURED FROM WATERLINE USA THE SOILS ARE ADEQUATE FOR THE OFPOOLTOE06EOFDECK ATION OF POOL IF OTHER CONDITIONS ARE -DIVING EQUIPMENTABSOLUTELYPROHISITED AT EXCAVATION THE POOL CONTRACTOR MUST -VAC LINE TO HAVE VAC LOCK ENGINEER IMMEDIATELY. —I 74'R r INDICATES POSITIVE DRAINAGE (TYP) ~� POOLANDDECKELEV. SHALL BE LONER THAN F.F.E. OF HOUSE 50.0' �FOOTER DEGK EQUIP. LOCATION _ ' CONFIGURATION MAYDIFFER is MMNTMN LANDSCAPE FOR EQUIP. w' SCREENING AT LEAST 6' ABOVE EQUIPMENT 30.0' POOL SUN SHELF WI b• HATER DEPTH, UMBRELLA SLEEVE O.0 AND (2) STD. BUBBLERS (REFERDETAILPG.3) I N 93� LARGE LED UGHT T-0 23'-0' o W-W LONG � § I 30.0' POOL \FOOTER ' 11'R I I Y VGYf� 1 _I I SKIMMER m VAC LINE SWIMOVT BENCH DECO DRAIN (SEE GEN. NOTES#10) W/TILED EDGE DECO GRAIN EXISTING COVERED PATIO (CAPN/SPRAYDECK) ST. LUCIE COUNTY BUILDING DIVISION FOR REVIEWED BN DATE �f L MUST BE KEPT ON JOB OR NO INSPECTION WILL f3E MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT 10 ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 11-I4Y UE NECESSARY IN ORDER TO C051PLY WITH ALL APPIJCAK-E CODES. (UNDER CONSTRUCTION) I �r o OWNER TO FROVIDE NINDONAND DOOR ALARMS ON ALL OPENINGS THAT LEAD TO POOL AREA OR POOL ALARM PER FSC 2011(b01. EDITION) CONCEALED FASTENEPIS OR ATTACHMENTS ARE THE RESPONSIBILITP OF THE CONTRACTOR OF RECORD DATE: DESIGNED FOR: VASILE & KRISTINA GIUPERG 11-7-18 ADDRE55 : 15310 SKYKING DR. GRAFT MA5TER CUSTOM POOLS °o°a o" CITY: PORT 5T. LUCIE, FL 34987 C_y7o BUILDING DEPARTMENT: PORT ST. LUCIE 8233-20 GATOR LANE B.D.O.# PHONE NUMBER : 561 3145603 / 5b1 755-9bbb K PALM BEACH, FL 33411 18383R-CM SUBDIVISION: TREASURE COAST AIRPARK Phone: (561) 796-7 1211 F,c: (561) 79b-7930 6-M.C.P. # PARCEL ID : 4224-501-0067-000-5 JIM DRAWN BY: BK PAGE DE5I6N: JIM 1 OF4 SCALE I/b"= 1'-0" Murat KIZIKLI, P.E # 70007 3670 Inverrary Dr. Ste. UN Lauderhill, Florida, 3331 R 954 8014064 11-14-2016 5PECIFICoAT10N5 POOL ITEMS MAXWIDTH: 15'JT DEPTH: S. TO 6' MAX LENGTH: 30-0-0• POOLPER: VI-F POOL S.F.: 4W5F ELEV.: SET IN FIELD PILE GAPS: Ya❑ WA 21 DEMUCK: Y. ❑ WA N SMALL NALH.: Ya ❑ WA N UP TO 6 MRS. SHUTRE DIG: Ya❑ N/AR UP TO 4 MRS. BACKFILL: Y. R WA ❑ FINALCLEAN-UP: Yes WAD DIG b DROP: Y.N WA❑ DIG B MAUL: Y. ❑ WA N -DEMO EXIST. POOL: Y. ❑ WA VOLUME: 15,110 GAL COPM&ITEMS BULLN05E BRICK: Yes WAR OLDCHICAGO: Y. ❑ WA N MARBLE: Y. ❑ WA N OVERPOUR: Yes R WA ❑ CRABORCMARD: Yes ❑ NIA TILE ITEMS WATERLINE: Ya N WA ❑ CAP STEPS: Y. N WA ❑ CAP 5WMOUr-BENCN: Y.R NIA❑ CAP BENCH: Yes ❑ WA 91 GAP SUN SHELF: Yes R WA ❑ RAISED ELEVATION .b': Ya❑ WAR LF. -17: Yes ❑ WA ® LF. +16': Ya ❑ WAR LF. -3V: Ya❑ WAR LF. INATER FEATURE ITEMS SHEER DESCENT: Yea ❑ WA ® SIZE_QTY_ SHEERARC: Y. ❑ NIA R 51ZE_QTY_ BUBBLER: Ya N WA ❑ 5UE_QrY ? DECKJET: Ya ❑ WA N SIZE_QTY_ ROSETTES: Ya ❑ WA R 5IZE_QTl'_ SPRAYHEADS: Ya ❑ WA R SU:E_OTY_ FOUNTAIN PAN: Ya ❑ WA N ROCK WATERFALL BY WOY e ❑ NIA N STEPS + BENCH ITEMS STEPS: Ya R WA ❑ 10 LF SWIMODT-BENCH: Y.N WA 06.5 LF BENCH: Y. ElWA N SUN SHELF: Y. N WA ❑ 14 LF BEACH ENTRY: Yes ❑ WA R UMBRMUASLEEVE: Yes© WA SFAi5FFdEQUIP. ITEMS 5PAP04 JETS: Ya❑ WAN SPA PER LF.: SPA S.F.: SPA DAM NAIL PER LF.: EXTRA JETS: Ya❑ WAN QTY_ GLASS BLOCK: Yes ❑ WA N QTY_ SPILL YSIZE:_LF. AIR SEAT: Ya❑ WAR BLOWER: Ya❑ WAN WHITE LIGHT: Y.D WAR LED COLOR U6w: Ya ❑ WA N SPARAISED: Ya❑ WAN HT_ N S 1. 2. B. 1. CM: GRAFT MASTER CUSTOM POOLS WO:HOMEOWNER DECK ITEMS DECK BY WO❑ CM YesA MIA❑ DECKPERBYWO❑CMR YaN WAD DECKTlPE. GONC.SPRAYDECK DECKCAPPING: YaR WAD TYPE SPRAYDECK DECK RISERS: Y.D WAN TYPE REMOVE EXIST BYH/O ❑ CM ❑ Ya ❑ WA R DECK GRADE BY WO ❑ CM ® Yea® WA ❑ DECK FOOTER SY WO ❑ CM N Ya R WA ❑ 123 LF DECK BONDING BYWO ❑ CM © Y. N WA ❑ HANDRAIL: Yes ❑ WAN LADDER: Yes ❑ WA N DECO DRAIN: Y.N WA ❑15 LF CONCRETE PUMP: Yes ❑ WA PLUMBING ITEMS EXTRASKIMMER: Yes ❑ WA N GLEAN LINE: Ya IR WA ❑ FOUNTAIN SUCT.: Ya ❑ WAN WATER FEED: Ya ❑ WA R JETS ON BENCH: Ya ❑ WA R OJERFLONLINE: Yes ® WA ❑ ALTO FILL LINE: Ya❑ WAR # OF RETURNS: 4 •---��'-•• • •�••• •'� � MAXFL05P]300VSP FILTERS :MAYWARD VSP TYPE: 1.65 HP/RIDSE FILTER SIZE: L2003 TYPE: CARTWOGE EXTRA PUMP: Y. ❑ NIA R OFF LINE CWLR: Ya❑ MIA SALT Ya® A❑AQUARITE 25K GAL SALTOEU.CELL ONLY: Y. WWAR O.H. LIGHT YN111TE: Y.❑ N/A LED LIGHT: Yes ® WA ❑ 1 URGE AUTOMATION: Y ❑ WA N TYPE: 1 ❑ 6 ❑ b ❑ POOLGoss:Ya❑ MIA ROL: SrASNAVIGATOR: Yea ❑ NIA R TOR: NAVIGATOR: Ya ❑ WA HEATER ITEMS HEATER: BY WO ❑ CM ❑ Ya ❑ MAN HEATER PERMIT: BY WO ❑ CM ❑ Ya ❑ WA N 5H.P.HEATPUMP: Ya❑ WAN g00.000 BTU GAS HEATER: YC ❑ WA R 250.000 BTU GAS HEATER: Ya ❑ WA R LP ❑ NATURAL ❑ GAS HOOKUP SYCMP Yes ❑ WA R INTERIOR FINISH ITEMS STANVARTGUARTZ: Y.N WA UPGRADED QUARTZ.: Ya ❑ NIA R MARCITE: Ya ❑ NIA R PEBBLETEC: Ya❑ WAN PEBBLESHEEN: Ya❑ WAR ENCLOSURE SAFETY ACT ITEMS REMOVE EXIST. PORCH SCREEN BYWO Yes ❑ NIA R SCREEN SYCMPW/DOUBLEDOOR/25'XF Y.R MIA FENCE BYWO - FENCE CO. Ya ❑ N/A 91 BABY FENCE: EY WO ❑ CM ❑ Y. ❑ NIA N DOORALARMS:BY WO R CM ❑ Y. N NIA ❑ E05T HS, FENCE: Y. ❑ WA 10 TYPE: WOOD ❑ HEIGHT: 4' ❑ CHAIN LINK ❑ g ❑ ALUMINUM ❑ 6• ❑ WO RESPON5IBLETO BRING EXISTING FENCE UP TO CURRENT POOL BARRIER COVES IF BEING USED A PRIMARY BARRICADE BEFORE POOL N U. BE FILLED NBTH WATER ELECTRICAL ITEMS ELEC. BY WO-ELEC. CO. ❑ CM R Yes R NIA ❑ ADDITIONAL STUMP REMOVAL: Y. ❑ WAN QTY 9.1 CATETREE: Ya❑ WAR oTy 0CTRAFW.5UPPUED 5YWO:Ya ❑ WARD CHECK SET / FINAL DRAWING ( DIMENSIONS MAY VARY +/- 6rr ) APPROVED FOR LAYOUT, DIMENSIONS 8 EQUIPMENT. I / NE UNDERSTAND THAT ANY CHANGES HILL INVOLVE AN ADDITIONAL CHARGE OF $350.00 FOR EVERY CHANGE MADE.1 AM ALSO ANARE IF I AM RECEIVING SPRAY DECK, THE SPRAY TOPPING WILL NOT BE APPLIED UNTIL 60 DAYS AFTER THE DECK NAS POURED ALSO NO ENGINEERED PLANS HILL BE PROCESSED WITHOUT BEING SIGNED BY WO B SALE PERSON. NO EXCEPTIONS. SCANNED x DATE: BY Q DATE: St, Lucie County 4' THICK REINFORCED CONCRETE SLAB PER FBG 2011 M. EDT. FILTER HEATER n (IF INDICATED) �� PUMP MOTOR(5) NOTE: -ANCHOR BOLTS THROUGH BASE WITH 1-5/4-x 3116-TAPCON SCREW FOR POOL PUMP 8 FILTER -HEAT PUMP- (4) ANGLE BRACKETS, EA 2 1Q' IN LENGTH. EACH BRACKET SHALL BE ATTACHED TO THE CONC. WITH (1) 1-3/4' x 3/16- TAPCON SCREW AND ATTACHED TO THE EQUIP. WITH (1)117 SELF TAPPING SHEET METAL SCREW. -POOL HEATER SHALL BE PROVIDED MOTH A THERMOSTATIC OR HIGH PRESSURE CONTROL SWITCH OR OTHER ACCEPTABLE OVER HEATING PROTECTION DEVICE 50 POOL WATER DOES NOT EXCEED 104 T. FL U_ L n Ul O EDT. PER PSG 2017 6/h EDT., CHAPTER 45,R4501.17.1.1 THROUGH R4501.17.1.14. RESIDENTIAL SWIMMIMG POOL MUST MEET ONE OF THE BELOW SAFETY 1. POOL MUST BE ISOLATED FROM ACCESS TO A HOME BYAN ENCLOSURE THAT MEETS THE POOL BARRIER REG. OF 5.515.211. 2.THE POOL MUST BE EQUIPPED W AN APPROVED SAFETY POOL COVER S. ALL DOOR & WINDOY45 PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MIN. SOUND PRE55V. RATING OF 854B A AT 10 FEET. 4. ALL DOOR & WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A SELF CLOSING SELF LATCHING DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 541N. ABOVE THE FLOOR. SAFETY NEW POOL PANEL W/T1MER PANEL BREAKER/TYP 30 AMP 3#10 OU & 1#12 OU IN SW CONDUIT 20A 3#121N 112" CORD. OCPD WP GFI 0 TO 20' FROM WATF IN PUMP MOTOR I SALT SYST. GROUNDING I K, QUA 'T.METER ELECTROD#6 G NOTES- 12VOLT/300W MAX �� ELECTRICAL TO GONFROM W/ FW201161k BUT.. TRANSFORMER CHAFOOLA, REGROUND 94202 ALL BOXE.RAIL NEIGH.. BO _ SIN POOL AREA, GROUND ALL BO%ES, RNLS, LIGHT, 40'MIN. JUNCTION eOX(ES) MOTOR, ETCV41#b WIRE POOL COVER SHALL BE INSTALLED ON THE HEATED 8. POOLS PER FW201161h EDT. SECTION R403.103 MI ENEROYCONSERVATION W MIN. BELOW 3. 12 IN 1" CORD. TIME SWITCH SHALL BE IN INSTALLED TO WATER AUTOMATICALLYTURN THE POOL HEATER OF INSTALLED) (4' MIN. FOR ON 8OFF A000RDING TO A PRESET SCHEDULE PER FBG NICHLE55 LIGHTS) 1'NON-GORRO5NEC.OND. �SItAFEDT. R403.107 ENERGY GONSERVATIONR ANSVAPSP-15 ^SEE GEN. NOTES #40 FOR BONDING (1) LARGE LED LIGHT FOR POOL "SEE GEN. NOTES #42 FOR ISM PROTEC. RIGALDIAGRAM WI LOW WATER GUT OFF DEVICES POGLViATER s#asFOR BONDING 5WMMIN6 WATER LINE VACUUM FITTING SAFETY COVER PERANSUNSPI-5 1.12.10, WHERE PROVIDED, THE VACUUM OR PRESSURE GLEANER FITTING(S) SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST b INCHES AND NOT GREATER THAN 18 INCHES BELOW THE MINUMUM OPERATING WATER LEVEL, OR AS AN ATTAHMENT TO THE 5KIMMERALL GLEANER SUCTION INLETS SHALL BE PROTECTED BY AN APPROVED, PERMANENTLY INSTALLED, SELF CLOSING FLAPPER ASSEMBLY. IgY9ra(T�a!,�,.:Tr: V 360: 3q ROVER RATE: 3q GPM AT LOW SPEED (MIN. 36) ROVER MOURS: 6.0 DEFAULT SET . FILTR. FLOW RATE: 3q GPM DEFAULT SET LOAD: BUBBLERS ER CARTRIDGE SPEED PUMP GONTROLLER TO BE PROGRAMMED TO DEFAULT HE. COMPLETE FILTRATION IN 6 MRS. MIN) WHEN NO AUX POOL LOADS ARE 'ERATING WITHIN 24 HR5 AND PROGRAMMED MOTH TEMPORARY /ERRIDE CAPABILITY FOR SERVICING MAX SYSTEM FLOW RATE: 106 N1FU: HAYWARD TYPE: MAX PLOYS -VARIABLE SPEED PUMP MODEL• 5F230OV50 CURVE -A^. 17 GPM 01000 RPM AP5P DATABASE CURVE'C: 23 GPM 1000 RPM APSP. DATABASE MD MID 9 aao 3 u� 20 0 I" all H: NOT REQUIRED FF5.(MAX 6'FP5) C 25 Q 7-10 FPS (MAX 8 FP5) H: 25 (4) 7.10 FPS (MAX 10 FP5 i ) PIPING SHALL NOT EXCEED 10 FPS (5ECTION R4101.6.3 FBG) SHALL NOT EXCEED 6 FP5 OF5P/AN5I-1) (USED NOMINAL INSIDE DIAMETER OF PIPES) MAX-FLO VS PERFORMANCE COMPARISON aoaoraa 1NoraN lamme I /0 20 00 AO 5060 70 80 0o 100 110 MODEL "CUSTOM MOLDED PRODUCTS: CMP#25506-32X-00037 CHANNEL DRAIN LOVER WI CMP4125506-320-010 SUMP -3 PORTS - ONE PORT CENTER 200 GPM- ON FLOOR & 168 GPM -ON WALL NO2Y." PWMSING OUTER 2 PORTS: 908 GPM. ON FLOOR 8 212 GPM -ON WALL NO2%' PLUMBING OPEN AREA OF SUCTION COVER: 30.Tq 50. IN. "NOT APPROVED FOR THREE PORT CONNECTION' OJO NOT EXCEED MAX FLOW -SUCTION RATE) GAP OFF UNUSED PORT(5) 32.710' 32' CHANNEL DRAIN, MAIN DRAIN FLAT LOVER SUCTION LINE'S 3 3/37 PIPE SIZE PER PLAN 3X 02-3/8' 10' 10' yl 3YLHANNEL 4" I I DRAIN FRAME HYDROSTATIC, RELIEF VALVE 21rrsp X2"s X2*NPT PORT (IF REQUIRED) OR GAP OFF 37 CHANNEL DRAIN, FLAT COVER ®o 0 0 0 �3.650" 30.7q SQUARE INCH OPEN AREA 37 C44MNFL DRMN 5EEGEN.NOTES#7.5 MAIN DRAIN DETAIL PER PER F802011bth. EDT.. CHAPMR45. BANSVAPSP-7 FLOW(GPM APPROVED (ANSI-ASME Al 12.1q.8) C- DRAIN LOVERS TO BE HYDROSTATIC / FASTENED W SCREWS VALVE 1 VT - / WELL POINT ROCK BED 'o Z o a d — ut z J � O P rc r �n I W zMM SALT SYS. O g J .. N Q' e- OX U �W� FILTERWIPRB55VRE In m J Q _GAVGE ANDVE RELIEF R VAL WASTE RETAIN ON SITE LL t a (Q►7 PUMP (FILTRATION PUMP) U MAXFLOVSP/SP23WVSP 1b5 HP / 10b GPM MAX K PUMP W/ HAIR 8 LINT dO K STRAINER Z O U LLI o z x Z LLI 0 d W W (z W V 37 CHANNEL DRAIN - POOL tu (ANTI -ENTRAPMENT) EL r W � W 0ILI = :,,l(U�l N Murat KIZIKLI, P.E # 10081 33tt 3610 Invenaly Dr. Ste. 1 W W p Laudethill, Florida, 333lq f] q54 001AD64 K m 11-14-2018 43 WATER LEVEL 16' SUN SHELF MIN. WATER LEVEL MIN. YJATERLEVEL 13' 17 SEE PG.I FOR LIMITS {{ m ---- = i — -- - 6' I TILE TOP TILE TOP 10' AND FRONT -- AND FRONT 12'� -- OR— 111111=IIIIII D I SEE TMP. SEE TYP. 10• NOTE: UNDISTURBED SOIL OR WALL DETAIL { WALL DETAIL _ _I COMPACTED A$ PERGEN. J _ NOTE i131 it {II` ft3 ®13'O.G. E.W. (SEE TYPICAL WALL SECTION) NOTE: UNDISTURBED SOIL OR COMPACTED AS PER GEN. NOTE 101 5NVIMOUT BENCH DETAIL ENTRY STEP DETAIL rt5 STEP STEEL NOT REQUIRED 2413 CONT. 4" THICK FIBER REINFORCED NO. SLAB ON GRADE OVERPOUR COPING TILE WATERLINE SLOPE _ • 111111�11119�1� d MIN VERTICAL •I b' 7-3'SHALLOW END I V118 LONG. FTC. N-O'DEEP END 1 W(1#5CONT. #3 AT 17 O.C.ENL 3' COVER (CENTER) APPROVED R/t.SS FINISH — — — STFORM, — �KRAFTBOhRBOAR O OR EQUIV. b'MINIMUM 71)AT 12'O.C.ENL THICKNESS BOTT. CENTERED TYPIGALNVALLSEGTION Ny FOR THE DEPTHS UP TO6' SKIMMER COVER VENT THROUGH W*F007 N THE LID WRAP(2)#3 CIA. zTIED AROUND SKIMMER, TO POOL STEEL LEAF BASKET FLOAT VALVE TOPOOLPUMP 35 GPM MIN. FLOW SKIMMERS SHALL BE INSTALLED ON THE BA515 OF ONE PER 8005E OF SURFACE AREA OR FRACTION THEREOF. 5KIMMER DETAIL 5 COMMON BONDING GRID PERMffTED TO BE: -STRUCTURAL REINFORCNG 5TEEL RODS THAT ARE BONDED TOGETHER - SOLID COPPER CONDUCTOR NOD OR LARGER AS PER NEC(B)(1) EGUIPOTENTNL BONDING -POURED CONCRETE; PHEUMAnC YAPPLIEDORe CONCRETEAND CONCRETE BLOCKMTH PAINTED OR PLASTERED COATINGS SHALL ILL BE CONSIDERED CONDUCTOE HATERWS DUE TO WATER PERMEMMU'rY AM? POROSNY. DECK U) JUNCTON DRANS J O GO>¢S(G) FORMING SHELLS qµ�� m POOL&DECK T O T7 REINFORCING 0- STEEL T MTER CIROULAnNb EQUIPMENT WATER NEATER(6) 4'-0" 0 0 in 7 MAIN DRAIN 1 MIN. IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING 15 ALLOWED ON ANY POOL LE55 THAN V-O" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. LONGITUDINAL POOL SECTION THIS POOL 15 NOT DESIGNED FOR DIVING. WATERPROOF WATER LEVEL ?i"VAPPROVED LIGHTWfCOVERLENSND. PER AMP LIGHT NICHE DETAIL NTG WATERLEVEL SUN SHELF REFER PG. I FOR LIMITS b° THICKNESS @12' O.C. EA WAY \—SEE TYP. WALL DETAIL PG.5 NOTE: UNDISTURBED SOIL OR :TAIL LOMPA NTASOTE ;ER GEN. as 'U m o [1 Zm m - FENCE METAL, AJ"X( LL DOORFRAMES, (n Be W Erc<5 Fr � O U LL w FUND METAL NOTE: REFER bENERAL NOTES`- t alr <�'� WFORPOOLSONDING <LL H ` S a V K 0 z U w Z W Q N W w 111 7 0] Q u_ Tr p ` m Ul ill to 1 � Murat KIZIKLI, P.E#70087 t) 36701merrary Dr. Ste. 1 W mm Lauderhill, FID#da, 33319 0 Ci 954 801-0064 BE ci 11-14.2015 p m G E N E R A L N O T E S 1-LODE REQUIREMENTS: PRIVATE SYBMMING POOLAND SPAS MUSTLOHPLY WITH FBL 20116[N. EDT., Q4APTER 45. 2-MECHANICAL REQUIREMENTS: ALL PIPING EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF 5WMMING POOLS AND SPAS THAT ARE BUILT IN PLACE SHALL CONFORM TO FBL 2011 &11, EDT, MECHANICAL REQUIREMENTS WWI3. ALL PIPING MATERIALS SMALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTALLATION STANDARDS. 3-COMPLIANCE: ALL MATERIALS, PIPING, APPROVED BYA NATIONALLY RECOGNIZED TESTING AGENCYORLONFORMING TO 0-POOL STAKING : THIS DESIGN ENGINEERA55UME5 NO RESPONSIBILITY FOR POOL CONSTRUCTION IN BASEMENT OR REQUIRED SETBALKSAREAS. PLOT PUNS NOT PREPAREDFROM LEGALSUF THE EXISTING LOTAND RESIDENLEARE SO INDICATED. THE POOL CONTRACTOR SHALL YERIEY.41 DIMENSION51H THE FIELD ANOESTABLEH SOT LINES B LOCATION OF UTILIPE _ SRE ANO LONTALLTHEH.L.E.-IF DIFFERENT THANINOILATEDON FOR MINIMUM LLEARENLE DIMENSIONS SMALL BE HELDAS REQUIRED BYTMELOLALREGUUTORYAGENLY. 76-6ISTING 5TRULTURE5: THE POOLCONTRACTOR SHAIJ.ALWAYS TAKE ALL PRELAVTONS TO PROTECT EXISTING 5TRUCTURES FROM FM.URE SYSHEETNGAND/OR SHORING OR OTHER METHODS. THE DESIGN ENGINEERALLEPT5 NO RESPONSIBILITY FOR THE SAFETYOF EXISTING STRUCTURES. IN LASE OF FOOTINGS UNDERMINING, LOHTRALTOR SHALL POUR CONCRETE BETWEEN POOLAND FOOTING. TOP OF CONCRETE SHALL 0E BOTTOM OF FOOTING, MOH OF 4 ENGINEERING DESIGN: POURED CONCRETE SHALL BE FOO IN&MOTH ATA MINUMUM DE FBA 201T661. EDT.. CHAPTER 45. PRIVATE SWIMMING POOLS, AL50, ANSVAPSPB ANSVAPSPOGL CONSTRUCTION AND WORKMANSHIP SMALL BE IN LISHED 21-WATER SERVILE: NS11 BYTHE INT i. PUBLISHED BYTHE INTERHATIONALAQUATILS FOUNDATIONOROTHERALCEPTED ENGINEERING PRACTICES. ICE 4;STING PER FISTRATVM.EDL,SECTION542.R UNLE55AN APPROVED TYPEOF FILINGSYSTEM SUPPLY WHICHINTHE JUDGMENTOF NDC5;IFICATION:6;ANSVAPSPAGL $•TESTING AND BINSTPLLED,ANYWATER I.THE MAY BEUSED TO FILL THE POOL,SHALL BE FOUIPPED WRIT BACKFLOW PROTELTIEN. NO OVER THE RIM FILL SPOUT SXALL BEALLEPTED ADMINI5LOCATEAUNDER ALL SPA 5UOLA710N: DSPASUCTION SHALL BEPROVIDED WITHACOVER THAT TESTED AND ACCEPTED BYARECOGNIZEDTESTINGEALIIMMERBAND COMPLY WITH ANSVASME A UNLE55WCATEDUNDERA DIVING BOARD OR PROPERLY GUARDED. K8M-OOL SF OR A112146M' SUCTION FRiIN65 FOR USE IN SWIMMING POOLS, SPAS, HOT TUBS AND WHIRPOOL BATHTUB APPLIANCES'. D(CEPTION: SURFACE SKIMMERS. 215-CONCRETE SLABS: b•SAFETY NOTE: ALL POOL EQUIPMENT SUBS SHALL COMPLY WITH SECTION 1UO3 OF PER FBL 2011 b BUT. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION INLET FITTING 15 BROKEN, MISSING OR LOOSE 7-WATER VELOCITY PER F1102011 60L EDT., R4501L3 G ANSVAPSP-7 2013 04A WATER VELOCITY IN FIELD FABRICATED PIPING IS BASED ON THE MAX SYSTEM FLOW RATE. MAX. WATER VELOCITY IN BRANCH PIPING (THE PIPING BETWEEN THE DRAINS) SMALL Be LIMITED TO 6 FEET PER 5ECOND 6F5 AMEN ONE OF A FAIR IS 81.0 E0. IN NORMAL OPERATION THEN, THE BRANCH SUCTION PIPING VELOLItt 153FEET PERSELOND /FPS: ALL OTHER SUCTION PIPING VELOCITIES SHALL BE & FPS FORPUBUL POOLS OR6 FFS FOR RESIDENTIAL POOLS. &MAK SYSTEM FLOW RATE PERANSTAPSP-12013 THE MAXIMUM SYSTEM FLOW RATE SHALL EE DETERMINED PERAN51 /APSP-1 20135ELTION 4.4.4 4 PUMP: PER M02011 b10. BUT, SECTION MWI.1.1 STRAINER. POOL CIRCULATING PUMPS SMALL BE EQUIPPED ON THE INLET 51DE WITHAM APPROVEDTYPE HAIR AND LINTSTRNNER WMEN USED WITHA PRESSURE FILTER PER WWI.121N5TALLAHON TO BE COMPLETED IN ACCORDANCE MANUFS RELOMMEDATIONS. PER WSOt.l3 CAPA Mr; PUMPS SHALL HAVE DESIGN CAPACITYATTHE FOLLOWING HEADS;1) PRESSURE DIATOMALEOU5 EARTH -A LEAST60 FEET, 2) VACUUM D.E. 201NCH VACUUM ON THE SUCTION SIDE AND40 FEET TOTAL HEAD, 3) RAPID SAND-ATLEAST45 FEET, 4) HIGH RATE SAND -AT LEAST W Peer. PER W%1.1.4 PUMP IMPELLERS, SHAFT, WEAR WN65 ANDOTHER WORKING PARTS SHALL BE CORROSION RESISTANT MATERWS. 10-CLEANER WINGS: THAN 18 INCHES 4Lt)H THE VACUUM OPERATING PRESSUREGLEANERBATING($)SMALLBELEGATED INANACCESSIBLEPOSTERNATnON INIINCHESANONOTGREATER THAN16INCHES BELOWTHEMINUMUMOPERATINGW INGEVEL, ERASANATTACHMENT TO THE SKIMMERALL LLEANERSULTIONINLETS SMALL BEPROTECTED BY AN APPROVED, PERMANENTUY INSTALLED, SELF LL051NG FLAPPERASSEMBLY. 11-VALVE: PER FB62011 OBI. EOT.. SECTION WSOtd VALVES SHALL BE MADE OF MATERWSTMATARE APPROVED IN THE FLORIDA BUILDIHG CODE, PWMBING. VALVES LOCATED UNDER CONCRETE SUB55HALL BE SET IN A PDHAVINGALEAST DIMENSION OF FIVE PIPE DIAMETERS, MINIMUM 10INCHES, FRIED WITH A SUITABLE LOVER ALL VAI.VES SNALLBE LOCATED WHERE THEY WILL BE REApILYALLE5510LE FOR MAINTENANCE AND REMOVAL 12-YASTE WATER DISPOSAL: PER M6 0116%.EDT., SECTION MW1.10 DIRECTOR INDIRECT CONNECTIONS CANNOT BE MADETO EXISTING FACILITIES UNLESSAPPROVED BYTHE ADMINLSTRATMEAVT10RItt. 13-PIPING: PIPING SHALLBE SCM.40 BEARING NSF APPROVAL. PIPING CAN BE (IF NEEDED) ENCASED IN THE TONLRETE OF THE POOLSNELL 14-TESTS: ALL POOL PIPING SMALL BE INSPECTED AND APPROVED BEFORE LOVER ORCONCEALMENT. IT SMALL RETESTED AND PROVEN TIGHT UNDERA STATIC WATER ORAIR PRESSURETEST OF NOT LESS THAN 35 MI FOR 15 MINUTES. PER MANUFACTURERS RECOMMENDATIONS, NOMRTEST SHALL BEAPPROVED FOR PVC PIPEAND FITTINGS. LHAPTER45, SECTION WWI.12 PRESSURE TEST. 15- WATER HEATING EQUIPMENT: SWIMMING POOL WATER HEATING EQUIPMENTSNALL CONFORM TO THE DESIGN CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITH FBL 2011 M. EDT., CHAPTER 45, SECTION WW1.14 AND ACCEPTED ENGINEERING FRALTILES AND SHALL BURTHE LIBEL OFA RECOGNIZED TESTING AGENLYAND SHALL INCLUDE A CONSIDERATION OF LOMBUSTIONAIR VENTING AND GAS SUPPLY REQUIREMENTS FOR WATER HEATERS SEC. MWI.14.1. IT MUST TONTMNA THERMOSTATIC ORHIGH PRESSURE CONTROLSWITLH 50 THE POOL WATER DOES NOT EXCEED 104 DEGREES F. ALLWATER HEATING EQUIPMENT 5HALL BE INSTALLED WITH FLANGES OR UNION LONNELTION5AOJALENTTO THE HEATER ALL HEATERS MUST HAVEAN INTERNAL CHECK VALE. PER FBL 156111ABL232 THEPOOLANDSPASHAU.BEPROVIDEDWITHACOVERTOREDUCEHEAT1 S(IFREQUIREDBYTNECRY)HEATEREFFILIENLY:GAS/OILFIREDlb%MIN.,HEAT PUMP LOP 4.0 MIN. 16-CAB PIPING' G/5 PIPING SHALL LOMPLYWIIH F%2011 btl�,EDT, LHAPTER45, 5ELT10N W501.15 17-ELECTRICAL: POOL LOCATION AND ELECTRICAL WIRING AND EQUIPMENT SMALL COMPLY WITH THE NATIONAL ELECTNIOM. CODE2014, 5PECIFICALLYSELTION 6W. 16- LADDERS AND STEPS: PER FBC 2011 b6t EDT, LHAPTER45, SECTION W501.16 ALL POOLS SHALL BE PROVIDED MATH A LADDEROR STEPS IN THE 5HALLOW END WHERE WATER EXLEED524 INCHES, WHERE WATER DEPTH EXCEEDS 5 FEET, THERE SMALL BE LADDERS, STAIRS OR UNOERWATER BENLHE55WOMOUTS IN THE DEEP END. 14-FILTERS: PER FBC=11 bM. EDT. CHAPTER45, SECTION WWUO THE ENTIRE DESIGN OF MATCHED COMPONENTS SMALL HAVE SUFFILENT CAPACITY TO PROVIDE COMPLETE TURNOVER OF POOL WATER IN 12 HOURS OR M5. 20- POOL FITTINGS: PER F0C 201E bih EEL, G4APTER45, POOLFITTINGS SHAHBE OFAN APPROVEDTYPE AND TOBEAPPROPRIATE fOR THESPECIFIC APPLICATION.PERSECTION W50121.1. JOINTS AND CCONNECTIONS. MC PLUMBING SEC. bUi2l. 60521, PURPLE PRIMER REQUIRED ON PAIL PIPING 21-SKIMMERS: PER FBC20T1 ORAL EDT, LHAPTER4%5ELTION W501212 SWMMERS 5HALL BE INSTALLED ON THE BASIS OF ONE PER600 SF OF SURFACEAREAOR FRACTION THEREOF. 22-HYDROSTATI0 RELIEF DEVICE: PERFED201E6DI.EDT.E INSTALLED. SECTION M19 PLASTIC IN AREASOFANTILIPATEO WATERTABLE, AN APPROVED NYDROSTATIL RELIEF REVILE SMALL BE INSTALLED. EXCEPTION IS PLASTIC LINER POOLS. 29-CONCRETE15TEEL: CONCRETE 15 TO BE A MIX DESIGNED IN ACCOROENCE WITH AST, Ya, BYA RECOGNIZED TESTING LABORATORY TO ACHIEVE A STRENGTH OF BOW P51, AT 26 DAYS (UNLE55 OTHERWI5E NOTED) W1TN A PLASTIC AND WORKABLE MIX PNEUMATMALLYAPFLIED CONCRETE ANDIOR SHOTCRETE SMALL BE PLACED IN ACCORDANCE WITH A613042R4M AND ACI5062M, RESPECTIVELY. ALL OTHER LONCREre 5MALL BE PLACED IN ACCORDANCE WITH ALI SO4R44. A CERTIFICATE OF MANUFACTURERS MIX AND STRENGTH 15 TO BE PROVIDED. NO WATER IS TO BE ADDED AFTERTRUCK LEAVES PUNT WITHOUT APPROVAL OF ENGINEER PUNT CONTROL 15 REQUIRED. NAWMUM MIX TIME AT POINT OF DEPOSIT 15 W MINUTES. CONCRETE WORK 5HALL BE AS PER REQUIREMENTS AND RECOMMENDATIONS OF ALI 30I4M. REINFORCING, DEFORMED 5TEEL BARS SMLLL 0EAb156RA0E 60 (UNLE55OTHERMSE NOTED), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST. REINFORCING, DEFORMED STEEL BARS SHALL BE BENT. LAPPED, PLACED. SUPPORTED AND FASTENEDACCORDING TOTNE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES(ALI 515 )AND THE BUILDING LODE REQUIREMENTS FOR REINFORCING CONCRETE (ALI 31604L IN CASEOF CONFLICT, THE MORE CONSERVATIVE VAWE(S) SMALL BE USED. 24- SOIL STATEMENT: IN ACCORDANCE WITH FBL SECTION 161 b, MVHZ BEARING CAPALMY OF SOIL; BASED UPON RATIONAL ANALYS5 AND KNOWN VALUES IN THE VICINITY, THE IN -PULE BEARING LAPA61TC OF THE SOIL BENEATH THE POOL AND RELATED STRUCTURES SHOWN WITHIN THESE PLANS 152 PSF AFTER EXCAVATION AND COMPACTION IN ACCOROANCE,IMM CURRENT BOITION OF FBL. SHOULD ANY MUCK, MARL OR OTHER ORGANIC SOILS BE 17I.5090ERED ON EXCAVATION, THEY 5HOUIX BE REMOVED IN THEIR ENTIRETY ,LLL CON57WILTION SMALL STOP AND THE ENGINEER OF RECORD SMALL BE CONTACTED TO CONDUCT AN INSPECTION, STRUCTURAL ELEMENTS ARE DESIGNED W AREQUIRED BEARING CAPACITY OF 2500 FSF, UNLESS OTHERWISE SPECIFIED. CONTRACTOR SHALL PROVIDE BUILDING DEPARTMENT SOIL REPORT TO VEWPY BEARING CAPACITY FOR ALL STRUCTURES BUILT WITHIN 15 FEET OF CANAL, LAKES OR OTHER BODIES OF LATER 24-HANDHOLD: ANSI-NSPI-S ARTLLE XV SECTION 15.15.A SECURED ROPE OR CERAMIC HANOH01-05 MUST BE PULED AT OR NO MORE THAN 17 ABOVE THE NORMA. WATERLINE OF THE POOL 90-POWERLINE: LOCATED 10 FEETAND UNDERGROUND ELECTRIC LINES MUST BE LOCATED 5 FEET FROM POOL WATER EDGE. 31- EALKFILL& GOMPAGTION REMOVE FROM EXLAVATIONALL FORMS, WOOD, DORIS. AND OTHER DELETERIOUS MATERIALS. BACKFILI. CONSTRUCTION AREAS TO PROPER ELEVATION, AS NEEDED USING PROPERLY COMPACTED CLEAN GRANULAR MATERIAL FREE OF ORGANICS AND OTHER DELETERIOUS MATERIALS. 32- WARNIN6 : TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST Be ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EKFEW ENLED IN ELIMINATING UPLIFT PRESSURES. 93-NOTE 1 : THIS PLAN 15 NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER 34-NOTE 2: UNLESS OTHERWISE SPECIFIED, ALL DETAILS SHOWN ARE NOT TO SCALE. 3S NOTE 3: POOL WALL SHALL BE REINFORCED WITH 636V O.CI WHERE LESS THAN 5 FEET FROM ANY EXISTING STRUCTURE OR PATIO(5EE 5HEETING&SH4IRING DETAIL) Sb-NOTE4: FOOLAND DECK ELEVATION SHALL BE WWERTHAN FINISH FLOOR ELEVATION OF THE HOUSE 3T-NOTES: THERE IRA YSTHE PO551BILMYTHATCONDITIONS IN THE FIELD MAY BE DIFFERENTFROMTHOSE INDICATED IMAM ENGINEERING FERMITURAYVINGS; THEREFORE, IF DIFFERENT LONDITION5 ARE ENCOUNTERED BEFORE OR DURING CONSTRUCTION, THE ENGINEER OF RECORD SMALL BE NOTIFIED TO REVIEW THE FINOINGSANO MAKE RECOMMENDATION5 AS NEEDED. 39-NOTE 6: STRUCTURAL ENGINEER MUST CERTFY OR DESIGN REPLACEMENTANCHOR AND DOORMAN SYSTEM FOR SEAWALL WITH IN 15 FEET OF POOLSEAINALL ANCHOR SYSTEM INSTALLATION MUST BE COMPLETE PRIOR TO START OF POOL CONSTRUCTION. 94-NOTE 1: NO DMN6 BOARD AND NO DMNG E ALLOW ON ANY POOL LE55 THAN B FEET DEEP AND SPELIF WlY0E51GN FOR DIVING 40-BONDIM6 CONTINUOUS SINGLE YDA BARE COPPERWIRESMALL BE BURIEDTOA MIN. 4'TOG'BELOW SUBGRAOE,16'T024' FROM INSIDE THEWALLOFSWIMMING POOL -SPA AROUND THE SWIMMING POOL -SPA PERIMETER AND SNAIL BE CONNECTED TO THE POOL STEEL REINFORLEMENTATA MIN. 4 DIFFERENTLOCATbNS, EQUALLY SPACED. 41- NOTE B: THIS LAYOUT OAS BEEN REPRODUCED U51NG A LEGAL SURVEYPROVIDED BY POOL CONTRACTOR POOLAND SPA DESIGNS SHALL NOT BE HELD RESPONSIBLE FOR INACCURATE OR ILLEGIBLE INFORMATION REPRESENTED ON THE SURVEY PROVIDED BY THE POOLCONTRALTOR ALL LOT LINESAND EASEMENiLINES SMW.OE LOCATED IN FIELD PRIOR TO LONSTRULTION. THE DIMENSIONS 5110WT1INTHIS LAYOUT SHALLAL50 BE CONFIRMED FORALLURALY. POOLAND SPA DESIGNS, INC. SHALL NOT BE HELD LIABLE FORANYCONSTRULTION ERRORS RESULTING IN FAIW RETO COMPLYMATH THIS RECOMMENDATION. 42-GFGI PROTECTION GFLI PROTECTION; OUTLETS SUPPLYING POOL PUMP MOTORS FROM BRANCH CIRCUITSMATH SMORTLIRLUITAND GROUND -FAULT PROTECTION RATED 15 OR20 PROTECTION VOLT RSON VOLT,SINGLEPHASEM(B) RBYRELEPTAG.E OR DIRECT CONNECTION SHALL BE PROVIDED WITH 6ROUNPFAULTLIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL PER NEL 2011 6B022 (e) 43-ENERCY EFFICIENCY COMPLIANCE THE ENERGY REQUIREMENTS FOR RESIDENTIAL POOLS AND MGROUND SPAS 5HAI.L BE AS SPECIFIED IN FBC=IT 6TH EDITION 44-13ARRIER NOTE OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED MATH A PERMANENT BARWERTHAT SMALL BE INSTALLED, INSPECTED&APPROVED PRIOR TO PL&BTEMN& OR FILING WITH WATER SUCH PERMANENT BARRIERSHALI. BE IN ACCORDANCE WRH FBC2011 bTH EDITION 45- BONDING SWIMMING POOL WATER INAN qlR NLE mr OFSUL):POOLWATERSHAJO L INDIRECTCONTACTMOTH AN APPROVED CORROSION -RESISTANT LONDULTIVE IS NOTEW ATEXPOSESNOTLE55 THAN 9 MrOP (SB00 mm`I OF SURFACE AREATO THE POOL WATERATALLTIMES. THE LONOULTNE SURFACE SHALL BE LOCATED WHERE MIS NOT EXPOSED TO PHYSIGJ. OAIMGA OR DISL006EMENT DURING USUAL POOLALTMTIES AND IT$HALL BE BONDED IN ACCORDANCE MATH NEL6B02b(0). 46-FASTIN6 STRUCTURES CONTRACTORMUST APPLYPROPER MEANSANCMETHODSOF CONDUCTEDNTOPROTECT ALLEXSTINGSTRUCTURES.UNLESSOTHEPECT NOTED,THEDESIGN ENGINEERHAS NOT BEEN ENGAGED TO CONDUCT, NOR .- _ HE CONDUCTED ANY FIELD TESTS, EVALUATIONS OR SRE VISftS WITH RESPECT TO CONDITIONS AS THEY MAY OF EXISTING XIS THE SITETHEREFORE,THEDESIGNENGINEERISNOT RESPONSIBLEFOR UILDAN EXISTING XIS NOT STRICT'FOREECOU TERUD.STOP INLWCINGTHEGONDRION IMED5T LSEAWULLSANDAPPLICABILITYFOREXCAVATIONINITSPPDXINITI-. SHOUIDANY EX ISTINGSTRUCTUREBEENCOUNTERED, STOPLOMN&R TIFO IMMECNTELYN ANCHOR THE DESIGN ENGINEERAND BUILDING OFFICIAL PRbRTO PROCEEDING. THI5INLWOES BUT IS NOT LINKED TO ENCOUNTERING THE FOLLOWONG: -FOUNDATIONS RODS 'FOUNDATIONS SEAWALLS. BUILDINGS, POWERPOLES 'BURIED VAULTS AND DRAINAGE STWlLTUTURES, AND OTHERBELOW GROUND STRUCTURES. SHOULD THE CONTRACTOR COMPROMISE THE INTEGRITY OF SEAWALL, THE CONTRACTOR SMALL IMMEDIATELY ENGAGE IN LORRELTNE MEASURES AS DIRECTED BYA LICENSED GUALIFIED 5EAWALL CONTRACTING SPECIALIST. THESE PROCEDURES SH BE IN FULL COMPLWILE WITH ALL RECOMMENDATIONS MADE BYTHE DESIGN ENGINEER AND LOCAL BUILDING OFFICIAL THE CONTRACTOR SHALL SECURE THE STRUCTURE WITHIN 46 HOURS, BASED ON SAID RECOMMENDATIONS; TO INCLUDE, BUT NOT LIMITED TO, THE EMERGENCY INSTALLATION OF HEJ.I .PILES OR BATTER PILES. Murat KIZIKLI, P.E # 700b7 3610 Imerrary Dr. Ste. t W Laudeth01, Florida, 33319 954 501.4064 ` I 1 alb PLATTED I I CONSER VA 770AI EASEMENT wam \ I I _Ts w LOT 68 E h O n o $ 2 >N f y »y 1 / / 6 a N � LEf2N0 ,p msarte>»/embr3ff,FaexrY tez awm ltru epr ar S88'11'50W 506.75 11 1 1 ,111, 1 1 1 IL y y 1 l I \ A, d I P /I I I d POOL I I I �EOUIP.P •S Y— ,d \ LOT 69 ` A9 LBSLf,C11W" WDN r3'rt/KVYPrYIK [ELFT✓O rL — ` BOUNDARY SURVEY LOT 67, TREASURE COAST AIRPARK PLATTED PLAT BOOK 26, PAGE 18 100' RUNWAY ST LUCIE COUNTY, FLORIDA. IANDV)O -- r eotw 2B. PaGE la sE L 1 1 1 1 -Ai swm'Rm' RA all, y 1 1 u \ / LOT 70 � ra.N rr vM1' TT — 0, LOT67_ VACANT m NY all, ,d PLATTED CONSER VA 770N EASEMENT 10 0 Opp' / y2asl5 / / \ \ r 7 `---- LOT 71 LEML DESCRIMON.• LOT B2, TREASURE C'MSr NRPA . ACCLlR to WE PUT 1HERE0� AS REC0.RDE0 N PUT BMX 28.. PAGE 1$ Gu THE PUBLC REGnR05 O Sr LI COUNTY {IO SURVEYORS NOTES• 1. 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WRVEY LAP ANO REP0.RT OR r LDPJES OAIPEOE ARE NOT VALID m)NWt R SIINAIURf THE MR Al RALSED SEAL OF A 2ORNA L1LST'SED SURWM AND YAPPER RLt r &"SIM JL PROEESLONA L SURt2lpP Na 4134 STATE Oa 110.40A. S�KYK/�G ORI VE - sY.aaY,Y..ama,r BLOOMSTER. PROFESSIONAL LAND SURVEYORS, INC. L �a LOT 72 641 NORTHEAST SPENCER STREET JENSEN BEACH, FLORIDA 34957 PHONE 772-334-0868 PREPARED FOR.- VASILE 6IUPERGE11 XXXX SKYK/NG DRIVE Sr LOCIE COUNTY, FLORIDA