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HomeMy WebLinkAboutSURVEYN9'04' 3"W 101.98' / o A- / N61- '41"E (NR) �� / _ 31.75'_ N61'48'41"E NR 193.23' = O coy 04�O To co P / S / 34.4' o yQ y. O / / N RESIDENCE Q= y /Q 29.3' Q / PLAN' S / LOT 16 "a.ai COVER BAY ST. LUCIE 'vl m P.B. 25 FIGS. 38, 3BA-38B r In 7 Cy jS� 1 - U / O •} i / 4.5 _S VrovD C J ��' COVERED3 (j I 4S' )6 TILES I a I 2,1 r N n N 4 tt m _ __ N61' '41"E (NR) 30,09, 0II I)1, THOMAS P,; KIERN'AN Professional;Surveyoi,&-" Mapper Florida Certificiifeg0.%6199 "E 17.81' LOT 17 BAY ST. LUCIE P.B. 25 FIGS. 38, 3BA-38B LEGEND &c ABBREVIATIONS A/c DENOTES AIR CONDITIONER CL DENOTES CENTERLINE CONE DENOTES CONCRETE D.E. DENOTES DRAINAGE EASEMENT D.B. DENOTES DEED BOOK LB. DENOTES LICENSED BUSINESS (NR) DEMOTES NON RADIAL P.B. DENOTES PLAT BOO( P0. DENOTES PACE (P) DENOTES PLAT DATA R/W DENOTES RIGHT OF WAY U.E. DENOTES UTILITY EASEMENT D.E. DENOTES DRAINAGE EASEMENT GENERAL NOTES LEGAL DESCRIPTION BEING ALL OF LOT 16, ACCORDING TO THE Ns1'48'36"E 70.00'f PLAT OF BAY ST. LUCIE, AS RECORDED IN PLAT BOOK 25, PAGES 38, 38A-38B, PUBLIC o RECORDS OF ST. LUCIE COUNTY, FLORIDA. a' 3.25'' ONCRETE�l PROPERTY ADDRESS ' OOL PAD i. 12132 RIVERBEND ROAD, 2-2' 17.3' 6.o' 0 PORT SAINT LUCIE, FL. 34953 23.4' N w COVERED a TEES IN ; a a _ �1J 0.4' O U? B.0' 13.4' F 15.15' C3 � � m 3 D.3' m w wp T-L0 4.20' 16 Not tV =ZI 0 w0 Z 1 ry /Y' y3 V 0' 3.0'i } 1r 5.5' oi� on r NU z m �JJ rn in w a Z4Z 8�� �XO a M U 8.0' 7.5' z a F SaS U 'I 0 d a U a a L 6.0' 6.0 15.16 .7 m ®j® RECEI E GRAPHIC SCALE n.T ® 30 0 15 30 E WALK 2.05' APR 2.3 2018 Permitting Departme t cW�1 L b h- so R 63.7' I6'D' N h St. Lucie County, F _ ~ St. WWII Co* F Date t Approved 41 E NR 233.04 ' N61'48'36"E 70.00'f 1) The last date of field work was 01-04-2018 2) Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. ." 3) Reproductions of'this map are not valid without the,signature and original raised seal of a Florida Licensed Surveyor and Mapper. 4) Lands shown hereon were not abstracted by this office for rlghts-of—way, easements of record, ownership, abandonment's, deed reslricliurls, ur Mulphy Act Deeds. This information should be obtained through 'appropriate title verification. 5) All above ground fixed improvements, if any, have been located and shown hereon. 6) Underground foundations and improvements were not located as part of this survey. 7) Flood Note: By graphic plotting only, this property is in Zone X, according to the Flood Insurance Rate Map, Community Panel No. 12111CO405 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate.No additional search of the public records has been preformed. There may be additional map Amendments affecting this property. 8) The bearings shown hereon are based an Plat information and are referenced to the centerline of Riverbend Road which bears S2348'26"W and all bearings are relative thereto. 9) No easements are shown hereon other than those depicted on the plat. No search of the public records has been performed to find additional easements that may exist. 10) Elevations shown hereon are based on the National Geodetic Vertical Datum of 1929. (NGVD 29) 11) The building setbacks shown hereon, although based on the best available information, are not certified to and must be verified prior to design or construction. 12) Horizontal control provided by a boundary survey prepared by Alerxander J. Piazza PSM, Inc. L.B. 7280, Job No. 15-2151, dated 6/24/2016. © REVISED TO ADD POOL DECK 04-20-18 BKH As -Built Pool Deck Survey Lot 16 For: American Pools & Spas File:14-171.100 Lot 16 Date: 01-05-2018 FB: Sheet SCALE 1"=30' DRAWN BY: BKH CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS _ 2980 SOUTH 25th STREET ( FORT PIIiRCR, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 w .Ct-cng.com STATE OF PI.ORIOA CLIRTIFICATION No. I.D 4N6 '41"E (NR) 31.75' - � J N9ro4(i3'W 101.98/ o ti / N61' / / N n y / 2 N61' '4.09' 1'E (NR)I I \ _ 30 09 I m n N m d '48'41 "E LOT 16 BAY ST. LUCIE P.B. 25 PGS. 38, 38A-38B 17.81' LOT 17 BAY ST. LUCIE P.B. 25 PGS. 38, 3BA-38B w LEGEND & ABBREVIATIONS N Fo I A/C DENOTES AIR CONDITIONER CL I DENOTES: CENTERLINE CONC. DENOTES CONCRETE n D.E DENOTES DRAINAGE EASEMENT N I D.B. DENOTES DEED BOOR 'f- LB. DENOTES LICENSED BUSINESS `W l,:, - (NR) DENOTES NON RADIAL • `. , '- _:, P.B. I DENOTES PLAT BOOK `: .. I / PG. DENOTES PAGE (P) DENOTES PLAT DATA R/W DENOTES RIGHT OF WAY U.E DENOTES UTILITY EASEMENT ME DENOTES DRAINAGE EASEMENT 5-,, - 'n�%" - - '14i- " THOMAS P. KIERNAN DATE Professional Surveyor & Mapper Florida Certificate No. 6199 St.�LU 'e Co. FL Date // IO I wit. Approved 34.4 LEGAL DESCRIPTION NR 193.23' BEING ALL OF LOT 16, ACCORDING TO THE Ns1'48'3s'E 7o.00't PLAT OF BAY ST. LUCIE, AS RECORDED IN a a PLAT BOOK 25, PAGES 38, 38A-38B, PUBLIC o o RECORDS OF ST. LUCIE COUNTY, FLORIDA. 57.9 + 23.25'- PROPERTY ADDRESS 12132 RIVERBEND ROAD DRIVE, I M) J PORT SAINT LUCIE, FL. 34953 214 m N EXISTING RESIDENCE COVERED 2.2 07 CONCRETE v Gj ¢ a z t 8.0 15.4 N 00N m a B.0 re 3.0 0 2.5 w Z� COVERED CONCRETE 7.50' 9.35' J W = N 4( 1.41 8.0 0 2.5 n 1.5. f ¢ W Q mi 0 " N N N U V)� ME 7S'G-(%"L p1250 n n gWJ¢ 15.0 1 1.5 8�n\ tj ¢ VT 4. r t9.35' 5.2 8.0 0 `7.5 0 x O r d 3.3 20.69. 2-09.0 a ¢ COVERED 3.0 6.5 3.0 CONCRETE " 2.s 25 GRAPHIC SCALE m 5.3 70 ° E EIVED ( IN FM ) I I,., _ so I L JAN 10 2018 IZ3 �I N ' 14.2 ST. Lucie county, ?err N61'48 41 E NR 233.04 N61'48'36'E 70.00't l e✓M I'� -# I �G� -Q'l �d GENERAL NOTES ` 1) The last date of field work was 01-04-2018 2) Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 3) Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. 4) Lands shown hereon were not abstracted by this office for rights -of -way, easements of record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information should be obtained through appropriate title verification. 5) All above ground fixed improvements, if any, have been located and shown hereon. 6) Underground foundations and improvements were not located as part of this survey. 7) Flood Note: By graphic plotting only, this property is in Zone X, according to the Flood Insurance Rate Map, Community Panel No. 12111CO405 J. effective date February 16, 2012. The exact designation can only be determined by an elevation certificate.No additional search of the public records has been preformed. There may be additional map Amendments affecting this property. 8) The bearings shown hereon are based on Plat information and are referenced to the centerline of Riverbend Road which bears S2348'26"W and all bearings are relative thereto. 9) No easements are -shown hereon other than those depicted on the plat. No search of the public "records has been performed to find additional easements that may exist. 10) Elevations shown hereon are based on the National Geodetic Vertical Datum of 1929. (NGVD 29) 11) The building setbacks shown hereon, although based on the best available information, are not certified to and must be verified prior to design or construction. 12) Horizontal control provided by a boundary survey prepared by Alerxander J. Piazza PSM, Inc. L.B. 7280, Job No. 15-2151, dated 6/24/2016. As -Built Pool Survey Lot 16 For: American Pools & Spas File:14-171.100 CULPEPPER & TERPENING, INC Lot 16 . CONSULTING ENGINEERS I LAND SURVEYORS Date: 01-05-2018 , 2980 SOUTH 25th STREET FB: Sheet FORT PIERCE, FLORIDA 34981 SCALE 1"=30' PHONE 772-464-3537 FAX 772-464-9497 DRAWN BY: SKH w .ct-eng.com STATF.OPFI.ORIDACBRTIL4CATIOV Ntl .I.B4286 RHO STIBOLs: 1- - GIn COIL[ AI[Id [p1 • ERASE: "C9 VISIO19➢I e - uTON PIPE, lrci 6[AIM • TLBNIIC TELEPHONE FOR - CYITMR [ MY[ . -F1OM - L14R RE NOEII PME® - LA RIV p6VCMa B INN- C [ YALK - YRR YANK Mvan E ® WD 9 WEN 1QA td[ SETw SA P� RN nTx PLASTIC AEDREVIATICS: IC) -GLCWTED [8L 'OB - WORT[ BLOON, SOP.. COC -glµlSSHPIDS. WIIN[5 DOW NO6TL 0.T -"IN I.L. FENCEBE -MAIMG[... DO OPARIpRG MORPIE. W0ILUIW OP MEMOR DECIDE NI ON PIT PAR . LpFD M IP . FLORIM Ap[A A LIGHT -IRA"K IN, Iw[RI PRO LB - IAA 0M WIT. PEMIC CY - L1Cf1H MINUS LE (R)" • 116.Y AM[T YA9LFEo ' WON OR, Oy(Y ..Orinu "POND OAt P) - FLAT INS - MORN P ME IgLGTY LINE - PPM O OGINNN PRO WN - rom OF WLO . - FERrwr KIM. LOLAVIT R/P -Iuw-or..Y W m -161NrypE0 CII 1 PP - RANEE SAO - TEGRIA TWA LE - TOWNSHIP - UTILITY EA. J. 619 SW PIAl St LL ft.. I ZA PSM, INC. Ding - Con6uiting . SNEeI iwAa 349B3. 36o->no 360-2250 LEGAL DESCRIPTION: LOT 16 OF BRl 51. LMIE, ACCORDING TO THE PLAT THEREOF AS REMmfO IN PLAT BOD( 95 PAGE M. PACES SG THROWN MR. THE PUBIC RECORDS OF ST, LWIf MINTY. r[gRIM. SIAVEY REPORT: I. METE A BARMRV SURVEY AS DEFINED IN LYNPIER sJ-I).asa(Io7(o-L). FLCAIM AFYINISTRITIK LOW 2. SUDSY BASED DV THE MT OF MY 5T. LLCI[, ACCgiDIN TO THE MT THEREOF AS RECORDED IN PLAT BEEN 25 PACE 38. PACES SM THROWN MR. DIE q@LIC RECORDS M ST. LIICIE CtlMTY, FLORIDA. 3. LEGAL DESCRIPTION WAS FURNISHED M CLIENT. 6. BE -RIM BASIS: S51Y6'U'w ALONG TK SOUTH PROPERTY LINE. 5. NO 1061FROVOW UTILITIES OR IIPFOhYC105, WERE LEGTED UNLESS OTHEIN.SE SAWN. 6, THIS SITE LIES WITHIN FL6DD ZONE F'. F.tt 'K TO ENE FLOOD IISINANCE RATE NAP. CCMANITY PANEL M. 1211IM405 J, EFFECTIVE CAFE 9d6-19. 3. FLOOD ZONE S M ` NEREM IS AN IME18REfA"M BSURVEYOR AND THE SURVEYAND IS PAW IDEO AS A CCORIi V. THE FLOOD ZONE SMILD BE VERIFIED BY A O:TERWIMTION AGENCY, 6, THERE WY BE ADDITIONAL FASELEMS AN/M RESTRICIIOS NOT SHORN W THI5 SURVEY THAT µAY BE FORA IN THE PUBLIC RECORDS Q ST. EMIT COUNTY. M SEARCH O THE WBLIC RECOIOS MS BEEN KWORIED ITT AMMER J. PIAZZA M. INC. 9. THE E[PCCEED WE OF THE SUBJECT PROPERTY IS FOR THE CO STROCTION OF A SINDLE FAWILY: DCTAC EO RESIDENCE: AND FALLS WITHIN THE SL@11ffiAN OATEGOEV AS CLASSIFIED IN CHAPTER 5J-1T.051(15)(D) l i). FLORIDA AELI NI STMT IK M COM. ALL FIELD-WASEO CONTROL YGSWN'LEMS ETOEOCp I: 7,500. EEi AMLR.ACY REOIIREIEMS FOR THIS ClAkWIFIMTION. 10. SAME' MP AND RCPOTT OR TIE.CVIES THEREOF ARE NOT VALID NITMMIT THE. SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SWKrOR AM CAPPER. 11. AMIT106 OR DELETIONS TO THE SLRVLY NAP OR REPORT ITT OTHER THAN THE SIGNING PAM OR PARTIES IS, PROHIBITEDWITHOUT THE WRITTEN COSCM OF THE SIGNING PAM O9. PARTIES. 12. ELEVATIONS SHEAPPI K EON ARE MSEO OR THE NORTH ANTI VIATICA. OATEN O 1930 AM ARE RCFEREN3D TO THE LEHOWNP OF FLORHM'S L-ET WS I[FMRx DEVELOPED. WHEN WETS OR EXCEEDS THE FEDERAL GENETIC CORRQ. C NNITM (F,,) WIDELIIES FOR-MOCTRIC GENETIC ACORACY STANDARDS AID SPECIFICATIONS FOR WPM GCS RELATIVE PSITIMINC TEONIOES• AS KLL AS THE STANDARDS OF PACTIM SET FORTH BY THE FLORIDA BOARD W LAIN SIRVEYOVS M CHAPTER 5J-17.051 i LORIM AD INISTRATIK OWE. PURSUVO TO GNPTER 471,0 7 FLORIDA STATUTES. BEHCIVRRS SET OR FDDD FOR THIS SWPET ARE NOTED ON THE SIEEM. 13, THIS SURVEY IS PEPAJED.OLY FOR THE PARTIES LIVED BELOW AM 15 NOT ASSIOWELE. PREPARED FOR: FRANN PAMALEO IA. (c1 COPYRIOR 2016 BY µEXA DER J. PIAllA FSW, INC. iAS HE ISSMTEN SUOEYI55HDTEYAI D MESS THE SIAETStRVEY REPORT �NETHE REP(RTTAA LEIC SEETHE, LCOEAM TAW OTHER. AS IS OF THIS SWVCY ARE ME VALID WITHOUT THE SIFJNTVC AM OIGINL MIEEO SELL OF A FLORIDA LICENSED SUNCYOR AM NAPPER EWPOTED BY ALE[ANCR J. PIAZZA PSW, INC. ALEXAIDER J. PIAZZA FEN, INC. DATE OF FIELD SURREY: 6-24-16 DATE O SURVEY: 6-26-16 ALEMNDER PROFESSIONAL SURVEYOR AND COPPER R(1d Rr1 rLwIM ¢RTlr1uTE NP. 6330 BOUNDARY SURVEY — E:\BUILDER 12132 RIVERBEND ROAD REF X:\ M WN /AJP As PREPARED FOR Ofi FRANK PANTALEO GJN L D AJP EXIT 142 MAP FO(' . -R TDH POOL SPECS JOB HISTI„ . IIB# HO-PAN-17055-E BRICK PAVER BRANCH: 3" POOL DECK POOL PERIMETER: 103 LF ORIG DRAW DATE: 03-174017 CREATED: BOBBY Et BW =M1••a•m•d=m a•RI•.com REVISION DATE: CREATED: BRIAN WHISKER CHANGES: NIA L b PROPOSED FINISHED TRUNK: 2.5" POOL AREA: 429 SF REWSION a DATE: CREATED: BRIAN WHISPER CHANGES: NIA REWSION"DATE: CREATED: BRIAN WHISNER CHANGES: NIA 9�. C11� RETURN: Z" GRADE - POOL REWSIONF1DAM: CREATED: BRIAN WHISNER CHANGES: NIA REWSIpN63 GATE: CREATED: BR14NWHISNER CHANGES: NIA �NyO DGE eo n .• m— STEPS: 33 LF SALES CONSULTANT: KATHLEEN TEL; CpTd6TAlu EC (dxmencerr000l..com �teDR w rA • 33+ 'T ` ' TOTAL PID AREA: 1132 SF CONSTRUCTION SUPER: CRAIG TEL Ee G� 0-4 B• 1-05 BAR DECK PERIMETER: 103 LF POOL LAGOON -� CONTINUOUS TOTAL DECK AREA: 660 SF POOLSHAPE: CUSTOM POOL TYPE: GUNITE POOL GAL: 14,500 D Y POOLSD'E: 121"x36' POOL DEPTH: 3'0 SE.EAST T. COPING: 103 LF TILETYPE: 6-X6" SNOW RD LUCIE R PAVER LANAI AREA: 699 SF PUMP ONE: PENTAIR SUPERFLO VS PUMP TWO: NIA r4j� FILTERONE: PENTAIRC+C150SF FILTER TWO: NIA PAVER AREA: 1443SF SANITIZERONE: IC.40 SANIT17ERTWO: NIA _ RIVERBE RD 6" TURNDOWN: POOLHEATER: NIA VAC LINE: Yes MAIN DRAINS: PENTAIR STARGUARD SKIMMER: WHITE RETURN LINES: ECO 12" TURNDOWN: POOL CLEANER: NIA EXTRA SUCTION: NIA DECK DRAIN: 53 LF CONTROLS: PE35300 - POOL LIGHT: WHITE LED SWIMOUTJET3:3 �lFR¢ORg790•SUNSHELF:YES ICI ! IIG�ri gT: DUCIE � llf{/,1/-/Z"'laum^,(1LG{ P"IO TERMITE h9VIEWEDFORC \CE ......... iiVTii'FD DY RECE�\: SEF ?2�1T CONCEALED FASTENERS OR ATTACHMENTS NI,AAt T c P-T-AN.T THESE PLANS AND ALL PROPOSED WORK ARE THE RESPONSIBILITY OF THE CT bI N0IN8PEIONWILLBE ►LADE, ARE SUBJECT TO ANY CORRECTIONS CONTRACTOR OF RECORD REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO 43' ---------------------- COMPLY WITH ALL APPLICABLE CODES, C14 TERMITE BOND COMPANY: NIA PHONE NUMBER: 000.000.0000 i 19' 211 m PLANTER DECK COPING FOOTER TYPE CV I COUNTRY TRAVERTINE DECK ACRYLIC:N/A PAVER:TRAVERTINE ACRYLIC: N/A PAVER: 6"X16"TRAVERTINE DESCRIPTION: 8 % 8 191211 a ti DESCRIPTION: COUNTRY CLASSIC DESCRIPTION: CLASSIC UMBRELLA 3'D FCOUNTRY RENCH PATTERN SLEEVE BeRj ER Cl) ®° BARRIERS CV 6'D � (� ® ® � � CHILD FENCE: NIA EXISTING FENCE(MeetS Coda): N/A .7f 711 ' 71 311 _ ALARMS -BATTERY: 12 window and door OWNER TO INSTALL FENCING: YES (HOME IS STILL UNDER D ALARMS -HARD WIRED: NIA CONSTRUCTION OWNER WILL s 36' INSTALL FENCEI SCREEN ENCLOSURE S VA c SCREEN: N/A STYLE: NIA DOORS: NIA SAVE HEIGHT: NIA C' SCREEN COLOR: NIA ALUMINUM COLOR: NIA ELITE ROOF SOFT. N/A LANAI , 461 SF `, SCREEN INSERTS: N/A GUTTERS S DOWNSPOUTS: AS NEEDED ` � COUNTRYCIASSIC 91 411 Note to screen companies: If eave varies from plan, stop and notify American Pools & Spas TRAVERTINE DECK J FRENCH PATTERN CDex1RYCLASSI TRAVERTINE DECKK COLOR SELECTIONS FRENCH PATTERN - PLANTER ` 17L 41' _ _ _ ECK POOL INTERIOR: NATURAL TILE SELECTION: OASIS OSS-MIRAGE TURQUOISE MIRAGE couNTRYCLASSIC TRAVERTINE DECK -UGHTSWITCH SPA INTERIOR: NIA TILE GROUT: NIA FRENCH PATTERN COUNTRYCIASSIC -SPA BLOWER SWITCH TRAVERTINE DECK DECK COLOR: TRAVERTINE COUNTRY CLASSIC STEP TILE: NO LANAI FRENCH PATTERN DECK PATTER SKIMMER COLOR: WHITE SF _ —�5—' � COPING: TRAVERTINE COUNTRY CLASSIC S^%16" SKIMMER LID: WHITE�\ 1142 ice'' COPING GROUT: MATCH DRAIN AND FITTINGS: WHITE MAR.22.2017 \1 j SPECIAL: NIA SPECIAL: N/A 1/ t OPTIONS ^ / CY) OPTION: PENTAIR INTELLICHLOR IC40 SALT SYSTEM OPTION: '' OPTION: 1 HP SPA BLOWER OPTION: - Slalo En9lnsefln9 Services, Inc. PLANTER OPTION: f31 SPA JETS IN SWIMOUT BENCH OPTION: Larry B. Schaper, P.E. LANAI LOUNBiYCLASSICTRAVERTWE DECK OPTION: 60AMP Hook Up OPTION: FL`•PEN04320,6 77SF FRENCHPATTERN 24 24Wiinter / 14'` 911 Park. F32792 f BUYER (407) 275-1099 NAME(S): PANTALEO. DENISE E-MAIL: DENISE PPANTALE02.COM ADDRESS: 12132 RIVERBEND ROAD J AMERICAN POOLS & SPAS CITY: PORT SAINT LUCIE STATE: FL ZIP CODE: 34964 HO-PAN-17055-E = SCALE: 1I8Fr � TEL: 000-000-0000 CELL: 000-000-0000 7320 Narcoossee Rd. Orlando FL 32822 Office: 407-847-9322 Fax: SUBDIVISION: BAY SAINT LUCIE r LOT #: 16 PLAT BOOK: 25 PAGES #: 38 COUNTY: SAINT LUCIE GENERAL NOTES' y r 1. For pool plan, size, deck, and special details, see Contractor's Pool Plan. 2. Pool Walls shall be 5" thick and Floors shall be 6" thick and shall be pneumatically trr_s applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete:. Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318. 3. All Pool design, construction and workmanship shall be in conformity with the requirements of Florida Building Code, 5th Edition, 2014 (FBC) Accessibility; FBC Building; FBC Residential, and; ANSI/NSPI-3, ANSI/APSP/ICC-4, ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP-7; ANSI/APSP-15 and the Adopted National Electric Code 2011 (NEC) and Chapter 42 and Chapter 45 of the 5th Edition of the FBC, Residential. 4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless otherwise noted. 5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be #3 bars at 12" on center in each direction, w/ 15" lap joints in walls and floors up ,to 6'. Where the pool depth is over Eft (measured vertically down from the Waterline), use #3 bars at 6' on center in each direction in the areas that exceed Eft in depth. 6" WATER I COPING WATER LINE TILES POOL LINE DRAIN COVER/GRATE 5 ° STEPS k+ MUST CONFORM TO N. z POOL THE LATEST EDITION .. .... LIGHT OF ANSI/ASME . ...... �' 112.19.8 POOL STEPS: ......,.. ' RISERS: 12" MAX. DUAL SUCTION OUTLET AND APPROVED GRATE TREAD: 10" MIN. (240 SQ. IN. MIN.) WITH 3'-0" OF SEPARATION CENTER LINE TO CENTER LINE OR APPROVED CHANNEL DRAIN POOL SECTION EEL GRID AT THE (LONGITUDINAL) p00LS DEEPEST POINT If Concrete is cast against Bare Earth without a Separation Barrier, the minimum 1—#3 BAR CONT. IN 5° THK WALL. cover shall be 3". With a Barrier (Steeltex) between Concrete and Earth, the (USE 2—#3 BARS CONT. IN 8"x8" minimum cover shall be %". BOND BEAMS) 6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper Wire to be run intemally and externally with the NEC approved PVC Light Conduit form the Light Niche to the Junction Box. Completion of the pool grounding to the Electrical Panel Ground to be by Electrician. 7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not separated by a permanent barrier, if within 5'-0" Horizontally from Water and 12'-0" Vertically of Maximum Water Level. B. Equipotential Bonding to be accomplished in accordance with Article 680 of the Adopted National Electrical Code 2011 (NEC). 9. Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in excavation shall be removed in its entirety and the area shall be backfilled with S'TEELTEX acceptable material and properly compacted. Where unsuitable Material cannot be removed, the pool must be redesigned. 10. The Contractor must protect Existing Structures from failure by acceptable methods if required, The Engineer accepts no responsibility for the safety of Existing Structures. 11. The Design Engineer assumes no responsibility for pool construction in Easements or Required Setback areas. Pool Contractor and/or Owner shall verify the layout and yWATER all dimesions shown prior to construction. LINE 12. Contractor shall determine the location of all Utilities in relation to the Pool and its Equipment and ensure minimum clearances in accordance with Local Regulations and Ordinances. 13. Contractor shall provide adequate Temporary Fencing around the construction area id to prevent unauthorized entry into the Pool Area. 14. If a water supply is provided, a minimum 3' Atmospheric Break will be provided. io 15. Al Structural, Filtration and Electrical details outlined in these drawings also relate to Spa Construction. #3 BARS 16. All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for 12" O.C.E.W. easy access to allow the Heater to be Shut Off without adjusting the Thermostat settings and to allow restarting without relighting the Pilot Light. mrz�z CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT TOPPING ON COMPACTED GROUND W/ ALL ORGANIC MATERIAL REMOVED, 4' NOM. THK. W/ FIBER MESH OR 5" NOM. THK. W/ #3 REBARS. JUNCTION BOX 1 � —(BY OTHERS) SWIM —OUT DETAIL DECK OVER POUR OR BRICK COPING TO TRANSFORMEROF (BY OTHERS) 2—#3 BARS WATER ONfT. IN LINE C TILES 8"X8" BOND MARBLE "�U.L APPROVED 120 VAC/30OW POOL PLASH LIGHT W/ GFI OR 12V/40OW MAX. POOL FINISH LIGHT W/ LOW WATER CUT—OFF IN U.I. APPROVED GREY PLASTIC FORMING SHELL OR APPROVED EQUAL W/ #8 AWG BOND WIRE PER N.E.C. Off-) #3 BARS ® 12" O.C. EACH WAY POOL STRUCTURAL DETAILS BEAM 5• MIN. %" COVER OVER ALL BARS (SEE NOTE #5) ALTERNATE BEAM FINISH DETAIL DISTANCE LESS NEW OR ARIES 1B" THAN 1 ON 1 + 1 IXISTIN( COPING SEW OR SEE SEAT PLAN _,,,.moo . LINES REBOUND 8"0 ANTI —VORTEX NS SEPARATED BY 3' 17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTURAL DETAILS be eliminated. The Owner must consult a Contractor experienced in eliminating Uplift Pressure. 1 MAIN DRAIN LINE SPILLWAY PER 2 SKIMMER LINE CONTRACTORS POOL E 3 WASTE LINE COPING PLAN Q 3 4 RETURN LINE C 5 PRESSURE CLEANING g LINE (OPTIONAL) A HAIR & LINT STRAINER r 5 B B RECIRCULATION PUMP 4 C FILTER A D IN —LINE CHLORINATOR (OPTIONAL) 2 E HEATER (OPTIONAL) FILTER SYSTEM 6x6 GLASS —BLOCK MOUNTED IN 2,500 psi CEMENT (IF SPECIFIED) #3 BARS ® 6" O.C. EACH WAY 6" WALL - THICKNESS MARBLE — PLASTER FINISH TYPICAL WALL AND FLOOR WITHIN ANGLE OF REPOSE TILES POOL FINISH REBAR ® 12" RAISED SPA DETAIL 1—#3 BAR CONT. IN 5" THICK BOND BEAM CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6" ON CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL SHALL BE CONSTRUCTED TO 6" THICKNE THE STEEL MAT AND THICKER SHELL WALL SHALL EXTEND ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN THE MINIMUM REQUIRED AS DETERMINED BY THE 1 ON 1 + 1 METHOD. PLAN EXPIRES 1 YEAR FROM THE SIGNATURE DATE OR THE EFFECTIVE DATE OF A MAJOR FLORIDA BUILDING CODE CHANGE WHICHEVER IS SOONER 7 Skilo Engineering Services, Inc. Larry B. Schaper, P.E. FL PE NO.32046 2431 Aloma Ave., Ste. 124 Winter Park, FL 32792 (407) 275-1099 LADDERS ARE TO BE CROSS BRACED PER MANUFACTURERS SPECS S.S. LADDER , PLATE `POOL l DECK SUP RESISTANT WEDGE AS WEDGE REQUIRED TREAD SURFACE ANCHOR ADDITIONAL CONCRETE AS REQUIRED FOR 3" MIN. TO 6" MAX STURDY INSTALLATION BETWEEN TREAD AND POOL WALL RUBBER ��S^� #8 BARE, SOLID, COPPER BUMPER '-'15 CONDUCTOR TO SHELL REINFORCING TYPICAL LADDER DETAIL /-#8 AWG COPPER WIRE TO SERVICE CLOCK PANEL SPST TOGGLE CLOCK" DISC. 4'-0° JUNCTION 12V POOL BOX TRANS. DECK ALL ELECTRICAL WORK SHALL CONFORM WITH ART. 680 OF THE rR #12 IN I�° LATEST ADAPTED NECCONDUIT 40OW MAX. POOL LIGHT W/ LOW CUT—OFF OR 120 V.A.C. W/ GFI PER NEC. ELECTRICAL DIAGRAM .00*� AMERICAN POOLS & SPAS 7320 Narcoosee Rd Orlando FL 32822 (407) 847-5322 CPCO57251 Swimming Pool Specification For: 12132 RIVER BEND RD PORT ST LUCIE FL Scale: None Rev 10 — 06/30/15 T bI TURNDOWN NOTLa COMPACTED CONCRETE SUBGRADE POOL DECK 1. Detail is based on NO surcharge behind the Turndown and the Ground away from the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied into Footer if Appropriate, with #3 Rebar. 2. Tumdown shall bear on Rock, Clean Sand or Structurally Sound Soils (>1,500 PSF) that shall be compacted to provide Optimum Bearing Capacity and prevent Settling 1-#5 BAR CONTINUOUS or Shifting. 3. All Reinforcing Steel is to Conform to ASTM 615, Grade 40. 8 4"0 CONCRETE PILASTER 4. Concrete shall contain Fiber Mesh and have a 2B Day Compressive Strength of AT 5'-0" ON CENTER WITH 2,500 PSI. 1-#3 BAR VERTICALLY 1-#3 BAR CONTINUOUS -1-#5 BAR VERTICALLY AT 36" ON CENTER PROPOSED FINISHED N GRADE (COMPACTED) z �1 rEXISTING GRADE 5. Al Construction to Conform to Florida Building Code, 5th Edition, 2014, FBC IMP Building and FBC Residential. 6. Refer to Contractors Plan on file with the Building Department for Details on Turndown Location. 7. If the Base of the Turndown does not extend into the Old (Existing) Ground, a 4"0 CONCRETE DECK TURNDOWN Pilaster will be required every 5'-0" that will be either 2'-0" into the Ground or _ to 6" into the Indigenous Material, Whichever is Deeper. The Pilaster will have a #3 Rebar tied into the #5 Rebar in the base of the Vertical Pour. 8. A Deck Turndown is NOT intended to be a substitute for a Retaining Wall. If the Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground reaches 42" for a 12" Turndown, 48" for a 18" Turndown, for more than 20% of the Turndown Length or the Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' Vertically, a Turndown should not be used. 9. For a Paver Deck, if the Vertical Dimension from the Top of the Deck to the Old (Existing) Ground reaches 30.0° for a 12" Turndown, 36.0" for a 18" Turndown, for more than 20% of the Turndown Length or the Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' Vertically, a Turndown shall not be used. 10. A Screen Enclosure is not to be installed on top of any of the depicted PRO Turndowns. FINISHED GRADE FOOTER NOTES 1. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must Coordinate Design and Construction of any required Footer with the Screen Contractor. Specific Details for Footer to be Provided by the screen Enclosure Engineer. 2. Footer shall bear on Rock, Sand or Structurally Sound Soils (>1,500 PSF) that shall be compacted to provide Optimum Bearing Capacity and prevent Settling or Shifting. 3. Concrete shall have a 28 Day Compressive Strength of 2,500 PSI with Fiber Mesh or 6x6-10x10 W.W. Mesh. 4. (3) #3 Rebars is Equivalent to (1) #5 Rebar. 5. A Footer may be installed with a Brick Paver Pool Deck if required by the Jurisdiction or at the Option of the Contractor and may be placed over the Top of the Footer or Abutting the Side of the Footer. PROPOSED FINISHEDI GRADE T PROPOSED CONCRETE FINISHED _ POOL DECK GRADE , . ,°.. ; . • ; ... NO FOOTER CONCRETE POOL DECK 1-#3 BAR C' _ �JOUS BRICK COMPACTED PAVER POOL DPAVEECKR 1-#5 BAR VERTICALLY BASE MATERIAL AT 36" ON CENTER A = 12" to Is" >' B= 4xA(9"to 13.5' a COMPACTED SUBGRADE PROPOSED FINISHED GRADE (COMPACTED) 1-#5 BAR CONTINOUS 4 MIN. m �1 8" 4"0 CONCRETE PILASTER AT 5'-0" ON CENTER WITH 1-#3 BAR VERTICALLY EXISTING Ni rGRADE PAVER DECK TURNDOWN PROPOSED CONCRETE FINISHED POOL DEC GRADEI.. I ... T g" I 1-#5 BAR I"1 CONTINUOUS 8" x 8" FOOTER PROPOSED CONCRETE FINISHED POOL DECK GRADE n . ;..,. a BARS i—i CONTINUOUS 12• CONTINUO 8" x 12" FOOTER 12" x 12" FOOTER `BRICK PAVER BRICK PAVER / POOL DECK POOL DECK 2-#5 BARS 12" CONTINUOUf 12" x 12' FOOTER W/ PAVER DECK PROPOSED FINISHED GRADE Tm " PROPOSED FINISHED GRADEJ.- i 1-11 I- To —I ,• .': g' 1-#5 BAR I �'I CONTINUOUS 8" x 8" FOOTER W/ PAVER DECK 17 BRICK PAVER MAR �2 ?_ I POOL DECK 2° 1%12-#5 BARS Skilo EngineerindServices, Inc. CONTINUOUS Larry B. Schaper, P.E. FL PE NO. 32046 FOOTER 2431 Aloma Ave„ Ste. 124 VER DECK Winter Park, FL 32792 (407) 275-1099 r". BRICK PAVER POOL DECK SEE PAVER DECK TURNDOWN DETAIL FOR INFORMATION NOT SHOWN PAVER SECURED TO TOP OF TURNDOWN BY PAVER INDUSTRY STANDARDS ALTERNATE PAVER ON TURNDOWN A = 12" to 1 B" B=Y4 xA(9"to 13.5� 1-#3 BAR CONTINUOUS 1-#5 BAR VERTICALLY ' AT 36" ON CENTER ' f 1-#5 BAR CONTINUOUS • BRICK PAVER `POOL DECK •• COMPACTED PAVER . T BASE MATERIAL I p" I COMPACTED SUBGRADE ALTERNATE PAVER LOCATION 7320 Narcoosee Rd Orlando FL 32822 A M E R I C A N (407) 847-9322 POOL$ a SPAS CPCO57251 Swimming Poo/ Specification For. 12132 RIVER BEND RD PORT u e figinvr Scale: None Rev 10 — 06/30/15 T Swimming Pool E..__'gy Efficiency Compliance Ink. -,-,cation Note: These Requirements apply ONLY to the Filtration Pump ANSI I ASPC / ICC-15 2011 Flow Calculations: Pool water volume 14500 1360 = 40 gpm - this is the calculated flow rate Note: for pools under 13,000 gals. the calculated flow rate or 36 gpm whichever is greater= the filtration flow rate Note: Is there an Auxiliary load on the filtration pump? Fx] Yes ❑ No If so, what is the calculated auxilliary flow rate 36 gpm Flow rate pow speed) 35 gpm @ 1725 rpm Minimum suction side pipe size @ 6 fps 1.5 in. Minimum suction side branch pipe sae @ 6 fps 1_5 Minimum returnside pipe size @ 8 fps 1.5 in. Minimum return side branch pipe sae @ 6 fps 1_5 Determine Filter Sae: Filter Factors (GPWSF): I X I Cartridge (0.375) ❑ D E (2.0) ❑ Sand (15) Filter Size: 3I375 5 PENTAIR C+CS tRate) (�(�) (Fleet Make and Mott ) Pump Controls: Filtration pump has no auxiliary load- standard time clock ❑ Filtration pump with auxiliary load -Control model for low speed default within 24 hrs Heater Model: )O( (Maka,Model and Sim) Gas Heater Efficiency Rating XX (No Pilot Light) Heater Pump Efficiency C.O.P XX SUPERFLO VS ANSI 5 & ANSI 7 Compliance Work Sheet Determine Simplified TDH: 1. Distance from pool to pump in feet: 20 2. Friction loss (in suction pipe) in 2.5 inch pipe per 1 I @ 103 gpm = 3. Friction loss (in return pipe) in 2 inch pipe per 1 ft. @ 103 gpm = Determine Simplified TDH (CONTINUED 4. 20 x .09 = 1.8 (Length ofSud Pipe) (Ft ofheadll 8 afPipe) Ron so. Feel 5. 20 x .16 = 3.2 (LenOdaeaan P08) (n of headn a Of pipe) VUH Re=Pipe) Determine Pipe Sizes: Branch Piping to be 3 inch to keep velocity @ 6 fps max. at 103 gpm System Flow Rate. Trunk, Skimmer & Suction Piping to be 2.5 inch to keep velocity @ 8 fps max. at 103 gpm System Flow Rate. Return Piping to be 2 inch to keep velocity @ 10 fps max. at 103 gpm System Flow Rate. Pump Selection: as Listed on Curve A or C (circle one) Filtration Pump P ENTAIR SUPERFLO Maximum Flow Rate VS Main Drain Cover Determine the Number and Type of Required In -Floor Suction Outlets: In. F- Check all that apply. in. ® Qo 3, 0. 00 2 PENTAIR SG suction outlets @ F-wt 0 O OO @ 3 suction outlets @ channel drain @ .09 (from pipe flowltd(dion loss chart) .16 (from pipe fiowlfriction loss chart) TDH in Piping: 5 Filter I Heater loss in TDH 7 All other losses 21 + Total Dynamic Head (TDH): 33+ Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge) 0 1 2 1 4 B 1 8 1 10 1 12 14 18 1 18 0 0.0 1 23 1 4.5 6.8 9.0 113 13.8 15.8 1&1 1 21.3 1 23 1 4.6 1 6.8 9.1 11A 13,6 15.9 18.1 20.4 22.7 2 4.8 6.9 9.1 11A 13.7 159 182 20.4 22.7 25.0 3 119 92 11.5 13.7 16.0 18.2 20.5 228 25.0 27.3 4 92 115 13.8 16.0 183 20.5 22.8 W 273 29.6 5 11.5 138 18.1 183 20B 22.8 25.1 27A 29.6 31S 6 - 13.9 1&1 IBA 20.6 229 252 27A 29.7 31.9 342 7 162 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 365 8 18.5 20.7 23.0 253 27.5 29.8 32.0 34.3 36.6 38B 9 20.8 23.1 253 27.6 29.8 32.1 343 35.6 Us 41.1 10 23.1 25A 27.6 299 32.1 34A 36.7 3B.9 412 43.4 11 25A 27.7 29A 322 345 36.7 39.0 412 435 45.8 12 27.7 30.0 322 34.6 36.8 39.0 413 433 45.8 48.1 m 13 30.0 323 34.6 36.6 39.1 413 43.6 45.9 48.1 5&4 14 32.3 34.6 311.9 39.1 41A 43.6 45S 48.2 50.4 52.7 15 34.6 389 39.2 41A 43.7 45.9 482 50.5 527 55.0 d1 16 37.0 392 41.5 43.7 48.0 48.3 50.5 528 55.0 57.3 y 17 393 414 43.8 46.1 4&3 5D.6 528 55.1 57A 59.6 "m 18 41.6 43A 46.1 4&4 5&6 52.9 55.1 57.4 69.7 612 v 19 43.9 462 48A 50.7 52.9 552 57.4 59.7 62o 642 y 20 462 4&5 5D.7 53.0 552 RS S9.6 82.0 64.3 685 o_ 21 485 50.8 53.0 553 57.8 591 e21 64.3 gas 68.9 22 503 53.1 553 57.e 59.9 62A 64A 66.6 B&9 712 23 53.1 55A 57.7 592 62.2 64A 68.7 69B 712 73.5 24 55.4 57.7 60.0 622 645 66.7 69.0 71.3 in 75.8 25 26 67.8 60.1 60B 623 62.3 64.6 60 68.8 663 691 69.1 71A 713 73.6 73.6 7&9 75.8 78.1 78.1 80A 27 62.4 64.6 6&9 692 71A 73.7 759 78.2 80.5 827 28 64.7 SO 692 71.5 733 76.0 782 80.5 Us 85.0 BT.O 89.3 715 73.0 78.0 78.3 805 828 &1 873 30 69.3 77.8 73.8 78.1 783 804 82.9 Bit 87A 897 3t 71.8 73,9 76.1 78A 80.7 82.9 852 87.4 89.7 92.0 32 73.9 762 7aA 8D.7 63.0 852 87Z 89.7 920 94. 33 762 785 80.7 83B B53 87S 89.8 92.0 04.3 816 34 78.5 8&8 83.1 853 87.6 89B 921 94./ 98.8 989 35 80.9 8&1 85.4 879 89.9 922 I 94A 967 93.9 1 IN 'NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. 103 gpm PENTAIR STARGUARD (Makeand Modell - - 144 gpm max. flow gpm max. flow gpm wl ports TDH Calculation Options area p1-c1f-ump Check one. Simplified Total Dynamic Head (STDH) Complete STDH Worksheet - Fill In all blanks. Total Dynamic Head (TDH) Complete Program or other talcs. Fill in required blanks on worksheel & attach calculations. Maximum Flow Capacity of the new or replacement pump. I Skill Engineering SeTVices, Inc. Lamy B. Schaper. P.E. FL PE NO.321146 2431 A53na Ave.. Ste-124 Winber Park, FL 32722 14071275-1099 owner mwne and address 12132 RIVER BEND RD PORT ST LUCIE FL DATE tCtMA� ATURE CONTRACTOR LICENSE n