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Home My WebLink AboutSURVEY AND POOL SPECIFICATIONSA ARC IFXCIN gym0 �xcoeYa c vaauan rRau rmn urwarYYms ms aameCE R _� cA D. m C4iGCft MWNLLNT aew aawvmArm YEPAL BPE 4QC M4HI,E oa vEm eamc of mvpum P.vsama' m m • oLmFE E{EV EIECATCX FP 6 PAYFYFM rvm MC ¢aRmA BrD.w�. , OF 1NNIDmGTOA rFE fIMG iLIXW AEVAxM rem fUA9 m mvRmrwrmx xuL�R wv Nwxr w wm. w wmm me mm Rao e w m um�sv aumvs LF IIIPUT m u.oam s N uFASUf¢D DATA xAw xaml AYWGB wLncAL oAnY N XATBYL GFIRTc •.LFIIGL oAIIN NO m, xumR a�w axRVAo uwms oPPwDA REfBmR emi p P P A10ArA POD PA2(5) Pm PaF 9EWQIMa paC PWCpT OF KtlRNCF1RllT P91 PRaf®01V. 91R4FM Ae9 YAPPER R RN16 RP .MF �'CrRTE FPE RM' W4M GF (F W/.Y . Mf 1M51F£5 6 r1E WRHIIAL Rpm UE er E191R1r UMW PS-{0 Y.£IW9 RA4 XVYPA US YElF1f A A D&TA ¢TA f} VIp F AMP m vmDt weN. saYa o1x I BOUNDARY & T®P®GRe PHIC SURVEY DYING -IN -SAINT L-UCIE-COUNT-1,-FLORIDA B�d(dPG RLEIC6C ,® 23PA 2324 2326 2�5 �� n EfnYD•[ mm��379p— CI AIAC 23.44x——c7rTvin�c 23a6 PROPOSBD 30LF CULVEQf �3 L- LOT 20 OCCUPIED FFE = 26.45' x 22SG LOT 21 VACANT 23o1 x s \ El®T6NG WE L • / j+ RmL9 V _ PROPOSED METAL BUILDING MINIMUM FFE=25. —TOP BFBATIX -.. ". q tl'8TJ22i84 CT .� 000 Iz aD .... x me � x 2313 COVERED .,.,.� PORCH 23.g5.�ROPOSEJ ' ISTGRYCBS RBO@10E NuwMUM FIl:u Z3.70 x cp�m k 14 PORCH 2Z75 1`8 x /n �PROPOS®` I x 221 CONCRETE a 22.83 - — �x232o - -=x22.99 =Iff - summ _OICO'BS�R'9_ — m �4mo x 23J1 r S%-72 I s!1=S—J l SIDESVr. I !:EAR -,-tO F LOT 22 0 FFE = 27.15; ' L_" LCCATION MAP 1m rO aexm STREET ADDRESS UNASSIGNED MACH ONE DRIVE, PORT SL LUCIE, FL 34987 PROPERTY DESCRIPTION A PARCEL OF LAND BEING KNOWN AS LOT 0. PLAT OF AERO ACRES, IN SECTION 15. TOWNSHIP 36 SOUTH, RANGE 38 EAST, RECORDED IN PLAT BOOK 27. PAGE 14. (A-D), 5 OF SAINT LUCIE COUNTY. FLORIDA SC @U E® BY St. Lucie County GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH LINE OF AERO ACRES, WHICH BEARS S 89-59'06- E, AS RECORDED IN PLAT BOOK 27, PAGE 14. PUBLIC RECORDS OF SAINT LUCIE COUNTY. FLORIDA. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY. HAVE BEEN LOCATED AND SHOWN HEREON. 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 4, UNDERGROUND UTIUTIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. Mss61RC FLOOD uBssw 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS - - —-gPgy,�— --aOT�A•® _ OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, — COALED FASTENERS OR ATTACHMENTS OWNERSHIP. DEED RESTRICTIONS OR MURPHY AB SHIP, ACT SHIP. - NOTE' BY GRAPHIC PLOTTING ONLY THIS PROPERTY t3 z W 0 1 9a ag N 3 S e N —x-78 — E FLOOD INSURANCE RATE SWALE —e�4 —x — ARE THE RESPONSIBILITY OF THE MAP, COMMUNITY6. APAANNELINO. 1211HC 0250 J. EFFECTIVE DATE eR CONTRACTOR OF RECORD FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE BRAVN B , Cq — ——TOPO€BMIX— 2, 2-43 —xaA% DETERMINED BY AN ELEVATION CERTIFICATE CHECI¢D BY, G PROPOSED SOLE CULVERT 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WRHOUT BATH JAtDJARY 9, 2016 THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. HORZ SCALES 1'�0' B. OTHER THAN OR ESIGNING DELETIONS A SURVEY MAPS OR REPORTS WI OTHER THAN THE SIGNING PARTY OR PG PAR IS PROHIBITED RECEIVED WITHOUT MITTEN EN CONSENT OF HE SIGNING PARTY OR PARTIES. xv v m Ynmrt om n 9. INFORMATION SHOWN HEREON ARE BASED ON PLATTEDumaan""�Ymnvms p AND FIELD MEASURED DATA TAXIWAY TRACT 1 DEC 13 LO18 10. THE LAST DAIS OF FIELD WORK WAS JANUARyn 6, 2D 8 .,QP� -R2!? !� SEA ASPHALTRUNWAY I�s��u�ygc?9D,tYtrenn[LU-Ly I 1p y _ BUILDINGDIVISIO ORn REVIEW CHARLES ARM ARE SUMOT TO ANY C0CT10�IS FOR cone TAN kNIP.pe011Y FIEW INSPECTORS TRAT REVIEWED BY PwN m BA P DATE I se¢L7 T of MYI E PlIMARY IN ORDER TO 'PLANS AND P RPAIT PRDaLtT ND. IB 11iKY VVI'f i ALLAPPLICW2-E t;UU€5. 7 I . NO INSPECTION VK BE MADE EQUIPOTENTIAL BOND TO MEET NEC 68026C STANDARDS. BONDING CONDUCTOR SHALL BE WIRE BURIED TO A DEPTH OF 4°- 6'BELOW SUBGRADE, AND t8•- 24•FROM INSIDE WALL OF POOL 1057 5 i'T. OFGO/JG/ZETE deer Oh tOm OR SPA, ATTACHED AT 4 POINTS 4• panted fill 2.5" SPA JETS 2.5" SPA MAINDRAIN POOL RETURN 2" SPA RETURN 2" VAC 2" SKIMMER 2" POOL MAINDRAIN 2.5" SPA MAINDRAIN 2.5" SPA SPECIFICATIONS POOL SPECIFICATIONS RAISED 12"OVER POOL POOL SIZE SPA SIZE ® —POOL-PERIMETER - - --- POOL AREA SPA PERIMETER POOL DEPTH F 3'- 5' SPA AREA POOL GAL. 4 JETS 3 POOL INLETS 1" EYEBALLS 1.5 HP MAXPRO PUMP 92.11GPM SKIMMER 1 VAC LINE 2- LED NICHELESS POOL LIGHT salt NANO+ Sta-Rite PLM 300 SQ. CARTRIDGE FILTER 112GPM MAX STA-RITE Intellipro Variable Speed Pump VS-3050 (P6E6XS4H-209L) AQUA STAR POOL PRODUCTS CHANNEL DRAIN: MODEL 32CDFLxxx MAX FLO RATE (per outlet) 316GPM Q3.9fps in floor. And 208GPM Q 2.6fps in the wall. ANY PLUMBING CONFIGURA77ON IS APPROVED BUT DO NOT EXCEED MAXIMUM FLOW RATE COVER COMPLIANT WIVGB 25506-32D-800 Aqua -Cal SQ120rHeat Pump INTERIOR FINISH: t7orida gem EASY TOUCH CONTROLLS W/SPA SIDE Flow rate @ 34.72 GPM TURNOVER IN 6 HRS. USING 80'- 2.5" SUCTION PIPE AND 110'- 2" RETURN PIPE WITH 3 RECEIVED RETURNS AND 1° EYEBALLS DEC 13 2018 ST. Lucie County, Permitting CALCULATES TO 9.94' HEAD LOSS. THE MAX FLOW RATE AT MAX RPM WITH THIS HEAD LOSS IS 98.84GPM . Head loss at max flow rate: 79.37 ft. L.ic. 4 GPG145 05 South Florida Custom Pools. 2625 5.W. AUpp Fd. Palm py, R. Phone: 772-286-7033 349fo 18503 MACH ONE PORTST- LUCIEFL 34987 PAGE: 1 OF 2 COUNTY: ST. LUCIE DATE:11-28-18 PID6: 3215-801-0028-000-0 R A. Duman. P.E. License N 42835 1513 Cervantes Place _ The Villaces. FL 32162 Telephone N 772-2856444 PNTHOIyY o• R 7d •°tu 9 SATE F o �; `. ANSI /APSP -' LONGITUDINAL POOL SECTION STAIR DETAIL A 4.4 The velocity in field -fabricated piping is based on the branch suction piping shall be limited to 6 feet per second when one of a pair is blocked. In normal operation then, the branch suction piping velocity is 3 feet per second. All other suction piping velocities shall be 8 feet per second for residential pools. 4.4.1 Maximum system flow rate shall be determined by one of the following: TDH calculation for the circulation system of each pump; or Simplified TDH calculation. 4.5. Listed suction outlet cover/ grate shall be tested and listed by a nationally recognized testing laboratory as conforming to the most recent edition of ASME / ANSI Al12.19.8 and include a permanently marked flow rating tested to prevent hair entrapmerd. They are not governed by the velocity limitations of 4.4 and4.6. 4.6 Minimum flow rating for each cover/grate. When used, submerged suction outlet arrangements shall be single unblockable, duel, or three -or -more as defined in 4.6.1 and 4.6.2. 4.6.1 Single or duel outlets The flow ratingsfor each listed covedgrate shall be greater than the maximum system flow as determined in accordance 4.4.1. 4.6.2 Three or more outlets. For a system with three or more covers/grates, the sum of the flow ratings shall be at least twice the maximum system flow rate as determined in accordance with 4A.1, or alternatively 4.6.3 Warning: When using covers/grates of different flow ratings on the same system, the lowest flow rating shall be used in calculating SINGLE UNBLOCKABLIE OUTLET ANSI/APSP-7 5.5.1 A single channel outlet shall be considered acceptable if the size of the perforated area is 3 inches or greater in width and 31 inches or greater in length. ANGLE OF REPOSE The detail below is representative of a 5' deep pool section. The extra steel, shearing, and shoring applies only to those areas of the pool/ spa in which extra steel, shearng, and shoring are required and shall be determined by the following: If the pool structure is within an area equal to depth + 1' of an existing structure, then shoring and /or shearng and/or extra steel is required. -- Outside angle of repose 5' and greater- 5" thick w/ 93 @12" O. C. each way. -- within 4.99' from structure — 6" thick w/ #3 @ 6" O. C. each way,in areas over 5' deep. ELECTRICAL DIAGRAM Ir3l32T Ti37 PANEL 4 !P GFI 6' TO 2V FROM SPST TOGGLE SWITCH WATER 48" MIN: FROM WATERS EDGE LEDLIGHTS 6°-9• BELOW In pool area, ground all WATERMLIGHT 1" NON -CORROSIVE CONDUIT boxes, rails, lights, motors, etc. with #8 wire. ELECTRICAL NOTES POOL PANEL AND SWITCHES MUST BE AT LEAST Y FROM THE INSIDE WALL OF THE POOL. ALL ELECTRICAL WIRING AND EQUIPMENT MUST BE INSTALLED IN ACCORDANCE WITH THE 20hy EDITION OF THE NATIONAL ELECTRICAL CODE. PROVIDE PROPER WORKING CLEARANCE SPACES FORELECTRICAL EQUIPMENT AS PER HO-26 OF NFPA 70. POOL PUMP MOTOR LOCATED ABOVE GRADE. PROVIDE SEPARATE CIRCUIT FOR PUMP MOTOR AND HEATER ETC. INSTALL 125V 15AW WEATHERPROOF DUPLEX RECEPTACLE AT LEAST 6'AWAY AND NOT MORE THAN 20' FROM THE INSIDE WALL OF THE POOL. POOL EQUIPMENT ANCHOR POINTS PUMPANDFI.TERFRAME 54 SHINY , �` HBATER 2' METAL SCREWS-`.- i ('ANGLE BRACKET ' •` 1'/." x 3/16" TAP CON concrete 2• 2" POOL 1 30' 1 4.5' S g®i¢wane w/tt rani � _ — _ _ — — --'-- � Cgudteflan MN3 Acd®12•o.c.ow. MAXIMUM WALL SLOPE 11"FROM PLUMB MAX SLOPE V IN 7' TO FIRST SLOPE CHANGE V FROM SHALLOW END MAX SLOPE V IN V FROM FIRST SLOPE CHANGE TO DEEP END SWIMOUT DETAIL {EATER PIPING SCHEMATIC 2" PRESSURE 2" PIPE: GAUGE AND 2" --TYP. , / AIR VENT ITa 1 VALVE BEATER PUMP 2.5L rl I ,Se AST FILTER O Lr� O 3" X 32" CHANNEL DRAIN flat great ST) anti-entrapmeat suction no cover and f three -port manufactured sump POOL PUMP AquaStar Pool Products. POOL E UIPA4EN1' ANCHOR POINTS model# 32cdt1 Variable SPEED Floorr316 GPM at 3.9 fps 2.5"sch 40 Wall: 208GPM at 2.6 fps 25.9sginchopening SPA JET SYSTEM SPA JETS / 2.5' POOL TDH FLOW RATE SYSTEM: MAXIMUM FLOW RATE _. -ATMAXIMUMRPM:. . ... 98.84 gpm MAXIMUM DRAIN FLOW RATE: 316gpm MAXIMUM SUCTIONPIPE FLOW RATE CAPACITY @8 FPS: 25"-117 gpm MAXIMUM RETURN PIPE FLOW RATE CAPACITY @10 FPS: 2"-103 gpm SPA STA=RITE MAX-E-PRO 1.5 BP PUMP 90.36 GPM MAX FLOW RATE - • ANSUAPSPACC-15 5.5.2 For pool filtration pump, a length of straight pipe that is at least 4 pipe diameters shall be installed before the pump. 5.5.3 Solerheeting. At least 18 inches of horizontal orvertical pipe shall installed between the filter and thebeater or dedicated suction and retum lines, or built in orbuilt up connections shall be installed to allow for the future addition of solar heating equipment. 12" WALL W/#3 AT O O.C. EACH WAY OR W/ 2 MATS OF #3 AT 12' O.C. EACH WAY IntelliPro Variable Speed Pump EQUAL RISERS 27LW NO GREATER EDGE] THAN 12• l ----93 AT 12" O.C. EACH WAY _/ARY POOL DETAIL COPING OR 6' OVERPOUR if II i - 29'TO PUMP I / j '� 2.5" TO PUMP SINGLE UNBLOCKABUE OUTLET ANSI/APSP-7 5.5.1 A single channel outlet shall be considered acceptable if the size of the perforated areais 3 inches or greater in width and 31 inches or greater in length. COVER COMPLIANT WNGB 25506-320-800 TYPICAL WALL and DECK SECTION (FOR DEPTHS TO 6') TFXTURFD CONCRETE on commcted fill #3 CONT: •---.. 3'- ATEMINE--- MINIMUM VERTI CAL 2'-3°SHALLOW END Y DEEP END APPROVED FPUSH 6"M M'RW South T'lorida Custom Fools CPC 1457785 HAMMER 18503 MACH ONE I PORTST. LUCIE, FZ. 34987 _ COUNTY:1 ST. LUCIE PID #: 1 3215-801-0028-000-0 DATE: 8-29-18 PAGE: 2 - 2 10" X 10" FOOTER I WITH I #5 REBAR L 2" COVER (CENTER) 5" WALL.@ 6" FLOOR W/6 3 AT 12"E.W. 1�1—STEEL T EX FORM, M,ORF IVALENT• 03 AT 12" O.C. EACH WAY R. A Dnlea, P.E. License # 42835 1513 Cervantes Place. The Villages. FL 32159 Telephone # 772-285-6444 PNTHONY * � NO. �t)lr '33:!$0 $ 9r i "v 2�0 0o FS , ORIO, N°ems �oA°pops./ORIAL.