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HomeMy WebLinkAboutSUBMITTED PAPERSr OFFICE -USE ONLY: .)& > 1 DATE FILED: J PLAN REVIEW FEE: RECEIPT NO.. PERMIT NUMBER: CONCURRENCY FEE: — RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Ft. Pierce, FL 34982-56521-4 �C 772-462-1553 ce ena-o)v3 A PPLICATI N for BDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION I. LOCATION/SITE ADDRESS: 132 00 MW Wha3im4 w 17- 2. PROJECT NAME: l 'r ) yanw � SITE PLAN NAME: L LD ���1 FAG 3. PROPERTY TAX ID_#: -%O3 -0oo(D - ®QO 4. LEGAL DESCRIPTION (attach extra sheets if necessary): l dOL6ez ( P6 �Z 3 (0) - LoT I 5. PLAT BOOK 6. PAGE NO,.�IZ 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE (ACRES/SQ FT.): , LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: 11. SETBACKS (ACTUAL) FRONT: BACK: _� RIGHT SIDE: �0 LEFT SIDE: o' 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION /] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) ill nF.CCRIPTT0N OF PROPOSED USE: n, 14. SQ. FT OF CONSTRUCTION: 15. SF. FT 1st FLOOR: 16. VALUE OF CONSTRUCTION: $ , SCANNEQ)BY St. Lucie County The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice ofCommencement must be submitted with this application. SLCCDV Form No.: 001-02 UPDATED 6/25/09 OWNER INFORMATION NAME: AppiDaeg ell (:,I G �� t�( -'ciu 04 ADDRESS: &Q5 CO_ ' e�LoGL 6-0— CITY:[ D caLSP�I �4J STATE: FL4 ZIP: 33,c)7 1 PHONE (DAYTIME): Cli ` ) 51rJ " --23 rD Email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER - ADDRESS: CITY PHONE (DAYTIME): (_ ) CONTRACTOR INFORMATION STATE: ZIP: ST. of FL REG. CERT #A:-'C ' N s g o 101 ST. LUCIE COUNTY CERT #: 7 qd, BUSINESS NAME: t:!� )Lw, Poo I—Stl� C'C , 'Tj- C- QUALIFIERS NAME: -105 ADDRESS: 1 V �cSI� CITY: �,UI ��I!%1 6aqe'Y- PHONE (DAYTIME): �U STATE: FAX NO. Email: ARCHIT/ENGINEER: ADDRESS: 3 "I�5 -@-'�-- CITY: ��er- el Sao-) STATE: PHONE (DAYTIME): BONDING COMPANY: ADDRESS: CITY: STATE: MORTGAGE LENDER ADDRESS: CITY: STATE: ZIP: 33411 ZIP: 3 a14 )-- ZIP: A-P IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required -for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use. NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INIE.REST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. O R OR CONTRACTOR SIGNATURE STATE OF FLO 5DA COUNTY OF ` r-y+-- ` The foregoing instrument was acknowledged before me this day of 20-�� who is personally known G- or has produced identification. w Plota ;a Nn" JOs°'EPH GALAPd MY COMMISSION # EE837737 No. IJbeC PIRES Aber 01, 2016 CONTRACTOR SIGNATURE STATE OF FLORID COUNTY OF� LS)—' The foregoing instrument was acknowledged before me this who is personally known L--6flh-as produced as identification. Signature o OSEPH GALAN MY COMMISSION # EE837737 Commission ,y F EXP'E'OS DecOW01, 2016 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNER/BUILDER APPLICANTS. For specific instructions see appropriate- permit checklist. OFFICE USE ONLY BP #: SECTION TOWNSHIP RANGE MAP NO. ZONING r ,,� LAND USE j7 , LOT CVG % TAZ NO. FLOOD ZONE FIRM MAP # 1ST FLR ELV MAX HGT CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 1/1990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE HABITABLE AREA (RADON) RADON FEE PERMIT FEE LIBRARY IMPACT FEE PUBLIC BLD IMPACT FEE CORRECTION PUBIC BSP, BURACT EE GENERAL PARKS IMPACT FEE SCHOOL IMPACT FEE ROAD CT FEE CREDIT Y N LAW ENF IMPACT FEE FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE _ SPECIFY - - SUBS REQUIRED —MECHANIC ROOF ELECTRIC V GAS PLUMBING Z NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE SENT TO ADDRESSING: REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIFW PLANS REVIEW VEGETATION REVIEW SEA TURTLE REVIEW MANGROVE REVIEW DATE RECEIVED I� I (U DATE COMPLETED ( ` INITIALS JOSEPH E. SMITH, CLERK O-' rE CIRCUIT COURT — SAINT LUCIE COUNT` FILE # 3944467 OR BOOK PAGE 2552, Recorded 04/15/2014 at: 21 PM RECEIVED APR 151M4 • Ul (�' i NOTICE OF COMMENCEMENT Permit No. Tax Folio No.4'fa5 '703 State of Florida County of St. Lucie The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): I�,�r rJ LJhPc�rt�l In . �7r tG JZ General description of improvement! ��) I ongYZ�U�C1 -SW i n I (i q �9oc w 4L C C1L.� LCJL� Owner info ation r Less a information if the Lessee contracted forth Improvement: Name G c� i7 0 L Address L �6`I71S0 '13`7z ) Interest in property: ' Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: 11 010,2, f Ct L Contractor Address: t'1 Phone Number: 541 `f -,53 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lenders address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: in addition to himself or herself, Owner designates of Uenors Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specked) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pe y of I declar at I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my k ledge f. 11dituie wner or Lessee, or Owners o uthorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instrument was acknowledged before me thisnI 20� day of 1 V'6^ 1i" BYi Q(— as VP O•-V- CQ ns- ru C-y- for Na a of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed G— i"''.: JOSEPH GALAN Pers pally known _or Identification_ (Signal o Notary Pu lic State of Florida) i MY COMMISSION A EE837737 (Print ype, rStamp m 'ssioned Name of c)EXPIRES December 01, 26yee f Identification produced a' STATE W F19WA ST. LWk W-U4TY THU I*,TOGEE TIFYT;ir';TTM13I$A TfI IIF AN6 CWIFIFRCT 11,1 -PY UFF Tlz£ Qua: �s PERMIT # + _ dIISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number �Z:)'y � 7i 1cp State of Florida Certification Number (If applicable): !QC_ Q_JC—CI (Company Nam (Type of Trade) e 1-,0 �( C' Name) For the project located at ,L) 0 I (Project Street have agreed to be the Sub -contractor for _ 57kocuklr t ► iko ` Z DMip (Primary Contractor) w Rep l a W . or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDv (No_ 004-00) BUSYNESS QUALIFIER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURES ARE REQUIi D Business Name: Address: N city/state/zip: Ljfik P0'1 4 7-,�1J�9ro Phone: —�%�0 —30c3 email: �i ylJt�j ' C �liA /-t � �11�-1 C_ a �-( SIGN URE PRINT NAME DATE - STATE OF FLORIDA, COUNTY OF _ 71— THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME THIS I% DAY OF MA4CO- . 20�. BY-' i y lJ Cam`-S WHO IS PERSONALLY KNOWN _ OR HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY PURL C � ( ` �� � C � � �A;;',L'";"` ""�":��--•. _V�STAMI�) I PRINT NAME OF NOTARY PUBL ' � ACE y Notary Public - State of Florida SLCPDS: 12/I6/2013 �.'J. My Comm. Expires Jun 23, 2016 Commission # GE 196789 "' ` Bonded Through National Notary Assn. 521 NW Enterprise Drive • Port St. Lucie, Florid 34986 RE 7D MAY 3 0 (772) 924-3575 • (772) 924-3580 (fax) 1 2 i 3 4 5 6 7 8 9 1 0 1 1 1 2 IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: Fountain Blue Pools, Various Projects Project ID: 14-1220.00 Address: Various Locations Report ID: D-0001 Client: Fountain Blue Pools Date: 5/21/2014 Permit No: Field Tech: Daniel Decaro Test Mode: Direct Transmission Area Tested: Riverbend, Port Saint Lucie - Lot No. 1 - Pool Deck Soil Description: brown fine sand some clay -�TT Proctor / LBR ID: P-1 Max Density (PCF): 119.0 Opt Moisture (%): 9.0% Test Standard: D 1557 Compaction Required (%): 95.0% Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (%) Compaction Location o /� Results Between House and Pool 12 0-1 128.0 118.2 8.3% 99.3% Pass Southwest Corner 12 0-1 126.7 117.9 7.5% 99.1 % Pass Southeast Corner 12 0-1 128.0 118.6 7.8% 99.7% Pass Northeast Corner 12 0-1 127.8 118.4 7.90/6 99.5% Pass Northwest Corner 12 0-1 127.5 118.1 8.0% 99.2% Pass Testing Gauge Information: Manufacturer: Troxler Model Density Standard (DS): 2173 Remarks: Testing Completed Below Slab Grade Leoend for Elevation: PR = Proofroll SL = Springline SG = Subgrade BC = Basecourse TOP = Top of Pipe 1, 2, 3 = 1st, 2nd, 3rd Lift FL = Final Lift BG = Below Grade BOF = Bottom of Footing FG = Finished Grade 3430 S/N: 34784 Moisture §a 0KA S 1��i 60� 9 ••.......'•'� i Vespectfu11Gggitt % - m GFA Intergati nal, Iris. 0 FBP! 493 •� '� # 60675 rest report shall not be reproduced, except in full, without the written approval of GFA International State Environmental • Geotechnical . Construction Materials Testing • Special and Threshold Inspections • Plan Review and Code Compliance Florida's Leading Engineering Source www.teamgfa.com N w —\ - 1d7/2O14 Subdiviuion:RNER8ENO Builder: STANDARD PACIFIC 'UR|VERBENC8 aoorouo: Homeowner: MODEL RESIDENCE Lot 1 TOTAL PRICE: $95,291.00 Uptn75LFcfpoo,Tto4'-11^depth, Standard BuUnouabrick coping, Standard water line tile with white Grout, Max-flo 3/4H.P.Pump, CC'1UOFilter, 100 W Light, 21'L.F. of entry Steps w/o Tiled edge, Vacuum line, and Standard Florida Gam finish. ��37.0} TOTAL UPGRADES: $77,654.00 3) 1,6" deep Sunshelf w/ tiled Edge (min. 60 S.F.) 4) i Upgrade Pool Light from 12V-1 OOW to Glo Brite (LED) Light 1 $ 630.00 5) 1 Upgrade Spa Light from 12V-1 OOW to Glo Brite (LED) Light 1 $ 580.00 18" Raised Champagne Spa attached to Pool, Up to 25 L.F of perimeter, 6 'Therapy jets, 36" deep, Std 6" waterline tile, Std Tile on Top of Infinity 9)ISpillway, Upgrade Pump to Intelli-Flo Variable Speed Pump, Upgraded 1 i $ 9,844.00 lFilter CC-200, 12V100W Light, 1.5 H.P. Air blower, Standard Florida Gem 11) 14" Trough around Entire Pool with 300 Gallon Collector Tank 15,56d.T07 Upgrade Pavers to Travertine (French Pattern) Standard Colors a Signature: Signature: TOTAL PRICE: ��91.00 FILE COPY Page of Standard Pacific '(Rivarbend) HAYWARDapoomoducts A Hayward Industries, Inc. Company CERTIFICATION OF COMPLIANCE I Hayward Industrial Drive Clemmons. NC 27012 336-712-9900 www.haywardnet.com Contains: WG1048E or WG1048EW Description: 8" Round Suction Outlet Cover Ratings: Floor: 125 GPM Wall: 72 GPM Open Area: 8.Is -_in Certified to Comply with Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act Test Results can be obtained from:wuryv.Havwardnet.com and/or http•/nsf.org/Certified/Pools/ Manufactured: After December 20, 2008, by Hayward Pool Products in Jiangsu Province, China and Clemmons, NC Divisions of Hayward Industries, Inc. 620 Division Street, Elizabeth, NJ 07207, Phone 908- 355-7995 Date of Mfr: The Lot Number shown on the product label contains the Year & Month of manufacture. The first number represents the year (ex 8 = 2008) and the second character the month (A=Jan, B=Feb, H=Aug, I is skipped, J=Sep, etc) Tested to ANSI/ASME 112.19.8-2007 (addendum 8a-2008) per Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act. Certified by NSF International, 789 N. Dixboro, Road, Ann Arbor, MI. 48105 1(800)-NSF-MARK. Date of Installation: 6" SPACING BE TEEN. MOUNTING HOLES 07 3/4" SUCTIONOUT'LEf COVER WG1048E Gy"Vf_DuNE Cormiof t tom. ISWGIO48COC Rev B USED ON FOLLOWING SERIES: WG1030AVPAK2 SP1030AVPAK2 2 SP1048AVPAK2 WG1049.AV.PAK2 SP1049.AVPAK2 WG1051-AVPAK2 SP1051.AVPAK2 WG1052AV PAK2 SP1052AV PAK2 W.G7053AV'PAK2 SP1053AVPAK2 WG1054AVPAK2 SP1054AVPAK2 WG11jr3AVPAK2 SP1153AVPAK2 WG1154AV PAK2 SPI'154AV PAK2 HAYWAR© Pool Products One source. Every pool. Pentair Aquatic Systems >> Pon] Pros >> Products >> Lighting >> Color -Changing >> G... Page 1 of 2 ...... .._....... _.-.-... - .... _........................ English Espanol SEARCH � PENTAI R For Pool, Pros PRODUCTS , PENTAIR PARTNERS: DEALER RESOURCES . MANUALS BROCHURES RECALLS/DRAIN SAFETY SAVE ENERGY IMAGE LIBRARY: NEWS Home > Pooi Pros » Products Lighting » Color -Changing- GloBrite`.I Shallow Water LED Lights Products i-] .lick [-1 Gst GLO�RITE® or. to expard :lick or,. [-] to collapse list Shadow Water LED Lights Aboveground ~;stems (+] - The Best and Brightest Automat n (] : . taoBntO LEDs use advanced technology for energy -efficient, high -quality :fight dispiao. Cleaners (+; delivered with enhanced LSD brightness and superior optics, While using 18% less energy Commercia: - ' than its leading competitor. GloErita" LED C[ghts are combatib(e with `ntel((Tcuchand .......... Faker. +i EasyTouch- control systems and lmetliBrite" 5g LED pool lighting. GloBrite`" LED lighting is a brilliant way to showcase and enhance pool features Like bola shelves, steps, beach Heaters 8 Heat Pumps (+.. _................................. entrees and ether shallow water features. GioBrite� LEDs are compatible with Gunite, Lighting (- fiberglass and vinyl pools. co; r-Cr,anging(-] Features ® GloBrite Shallow Water LED" Lights Stxim,ce The brightest and most efficient LEDs available. InteiLBrita 5o Coior LED 5 b, illian? fixed co(cr=_.' dazz'ting pre-programmed light shows. InteitiBrite Controller The perfect complement to InteUiBriteii' 5a LEG Pool, Lighting for dynamic.synchronized colored White 1-1 Light shoes. Landscape 5 `Nater Features(-] ,• . Compatible with InteiliTouch s'and Easy_ t ouch' crntrc: systems ft:r advanced control features. Niches & Accessories [+] When used with an optional IntelliBrite Controller, pool and spa owners without an automation Maintenance & Safety system can enjoy fast and easy control, of their pool Lighting. Equipment +] ....... L Does not require -grounding or bonding for quick and easy instal awns. Pumps [+1 _ GloBrite" Unhts are UL approved. Sanitizers (+1 .._.I ..................... ......._..... .........._...._.. Valves (+] Water Features (+] _ ._._._...,. ____..... ManuaLs Brochures Specs More White Goods (+1 _.............. F Product Specifications Replacement Parts [+� icic on [,] to expand [:st GLOBRITE LED LIGHTS lick on [-] to collapse list Part Number Voltage Cord Length Wt.) Carton Dimensions Carton Wt. (Lbs.] 602053 12 30 12" y. 12" x 4" 5 602054 12 50 12" x 12" x 4" 6 602055 12 100 12' x 12x S 9 602055 12 150 12" x 12" x 6" 12 NICHES FOR GLOBRITE LED LIGHTS Part Number Description Carton Dimensions Carton Wt. (Lbs.) 20040 Gunite Niche 620039 VinyL Niche '20041 Fiberglass Niche Part Number Description ^o" x 4" ., : 8"x4"xL" 8"r.4"x4" GLOBRITE COMBO KITS 514943 Gunite Combo n l - 1 G'toBr to I00' :v/300W Transformer 1 Gunite i siche 6? 9444 Gunite Combo 92 - 2 GloBrte 100' yr/300W Transrcrmer 2 Gunite Niches 520051 Fiberglass Combo 41 - 1 GloBrite 100' w!30N! Transformer 1 Fiberglass Niche 520052 Fiberglass Combo 42 - 2 GloBrite 100' v ;'300'. ` Transformer 2 Fiberglass Niches 620080 Vinyl Combo 41 -1 GloBrite 100' mY300W Transformer 1 Vinyl Niche 520081 Viny' Combo 02 - 2 GloBrite 100' w/300W Transformer 2 Vinyl Niches Carton Dimensions Carton Wt, (Lbs.) 15" x 13" x 13' 20 25" x i 3" x .-. 40 1 S" 13 .. 13 -r 26 x 13 x 12 40 12V POOL RATED TRANSFORMERS Part Number Description Carton Dimensions Carton Wt. (L'bs.i 619963 300VJ Pool, Rated Transformer 112-14Vi 12" x?- x 6" 12 http://www.pentairpool. comlpool-pro/products/lighting-color-changing-globrite-shallow-wa... 5 /7/2013 Inteloae-Io°VS 3050 & Int__ iFIoVS+SVRS High Performance Pump rPoal Products' IntelliFlo VS 3050 High Performance Pump Patents Pending Fe - Slashes energy costs up to 30% or more (E4coct • Easy to .program and operate \•�.. •Offers ultra -quiet operation ...just 7 — 10 decibels or half a human whisper • Operates at the minimum speed required for unmatched longevity • Compatible with other pool systems, including EasyTouch®, IntelliTouch®, and SunTouch- IntelliFlo®VS 3050 allows the programming of four various speeds ranging from 400 to 3450 RPMs to accomplish different tasks at lowest energy usage. - - Ordering Information Product Description Certifications - Full Load - ` ' " Voltage Amps kW HP Port Size NP - ( T) SF SFHP Suct. & Disch. Carton Wt . (Lbs) INTELLIFLOVS.3050 PUMP 011013 IntelliFlo VS3050 UL.CSA.NSF 230 16 3.2 3 1.15 3.45 2" 47 011017 IntelliFlo VS + SVRS UL, NSF 230 16 3.2 3 1.15 .3A5 2" 47 ACCESSORIES 520641 IntelliComm 4 350122 50' Communication Cable' ' Included in package with pump. 0 1nte11iF1o(1'- 3050 & Inte11iF1 YS+SVRS High Performance Pump (Cont'd) 47 Dimensions and Performance - C E @ 0 NSF LISTED CSACertlrwd Listed 35 30 L 25 m x •— 3 -� C 20 o Q o� v 15 ii 10 5 r, soon N-5. .1 rpm��■� u AV 9u au eu IOu 120 140 160 U.S. Gallons per minute 5 10 IS 20 25 30 35 Cubic Meters per hour Note: For dimensions and curves, see IntelliFloVF See page 483 for replacement parts r PLANNING & DEVELOPMENT SERVICES BUILDING & CODE COMPLIANCE DIVISION BUILDING PERMIT SUB -CONTRACTOR SUMMARY 0-e� 930, S ,CA dl �ill be using the following sub -contractors for the (Company/Individual Name) project located at �% Yl k_,� zb-e( (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License. Number Electrical ,OquiqL1'ryec_r1 C., t2d 30rjq k g Plumbing Cs;Vc�ys�c�l HVAC/ Mechanical Roofing. Gas OFFICE USE ONLY: PE BER: T1 : �l�� ISSUE DATE: PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number. State of Florida Certification Number (If applicable): /' c 13 00 ! 1 Z 8 c, Q'J C�c I t e I C, ve agr d to be the (Company Name/Ind' 'dual Name) # �„ r Sub -contractor for , (Type of Trade) For the project located at "200 (Project Street (Primary Contractor) or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIHER (Name ofthe Individual shown on the Contractor's License) NOTARIZED SIGNATURFS ARE REQUIRED Business Name:(�� Address: 0 l t� 401Jam_ City/State/Zip: I , - 31�.C� d Phone: 4 - email: 9 f-I 0- eoonl-%Zuo6l0 e�C j -rJ Cz 1J SRYN46RE PRINT NAMEII DATE STATE OF FLORIDA, COUNTY OF San T U,CA -.ems n THE "GOING INSTRUMENT WAS SIGNED BEFORE ME UTHIS DAY OF $y5' WHO IS PERSONALLY KNOWN_ OR —HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY PUB IC PRINT NAME OF NOTAIZA SLCPDS:12/I6/2013 VICKI L. DACEY "o Notary Public - State of Florida My Comm. Expires Jun 23, 2016 Z-' �' ''SlE Commission # EE 196789 OF F�-C�; I..... Bonded Through Naliona! Notary Assn M3 PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES Building & Code Compliance Division BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): (y� �j 01 have agreed to be the (Company Name/Individual K__1le), U�I Sub -contractor for o-Y (Type of Trade) (Primary Contractor) L For the project located at 15zub W L_ > (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by filing a Change of Sub -contractor notice. (Form: SLCCDV (No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) NOTARIZED SIGNNAT�URES ARE REQUIRED Business Name:e- Address: �l Q-1L/. -rck City/State/Zip: G1Q-,0(0 -F P Phone: _�Sco I •'"I (O I- ��, email:-Izrl b �OvrrQ.�n 1,0s -& 14 '3(( ? -ray-1 -�6� SIGNATtfRE PRINT NAME DATE STATE OF FLORIDA, COUNTY OFt�-1 Ic-, THE FOREGOING INSTRUMENT WAS SIGNED BEFORE ME T IS DAY OF �`T , 20 BY ` _ UI S� ..,,IS PERSONALLY KNOWN ��011 HAS PRODUCED SIGNATURE OF SLCPDS: 12/1 AS IDENTIFICATION. L-- 01 ARY PUBLIC NT NAME OF NO ARY JOSEP»' C9dI.ITAq�E�p-L A11Y COMMISSION AlWk E-APIRES Decembei 01, 2016 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, kO-r ( 132zD WW W h-e(,� (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Name (Please Print) Signature Date STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS 21 DAY OF 20 BY�.0 / 1 �T!"L � HO IS PERSONALLY KNOWN TO ME v OR WHO HAS PRODUCED SIGNATUR F NOTARY P _ TYPE OR PRINT NOTARY �w- +( - (v1Y COMMISSION # EE837731 EXPIRES Oecamber 01, 2016 (SEAL) 1407 AS IDENTIFICATION. SLCPDSD Revised 08/24/2010 PLANNING & DEVELOPMENT SERVICES DEPARTMENT ® Building and Code Regulations Division 2300 VIRGINIA AVE FORT PIERCE, FL 34982 (772) 462-1553 AFFIDAVIT OF REQUIREMENT COMPLIANCE Residential Swimming Pools, Spa, and Hot Tub Safety Act PERMIT # I (We) acknowledge that a new swimming pool, spa, or hot tub will be constructed or installed at nW Wh a--I6-,, and hereby affirm that one of the following methods (Please print street address) will be used to meet the requirements of Chapter 515, Florida Statutes: (Please initial the method used for pool.) The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29. The pool will be equipped with an approved safety pool cover that complies with ASTM F1246-91(Standard Performance Specifications for Safety Covers for Swimming Pools, Spas, and Hot Tubs). V' All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85decibels at 10 feet. All doors providing direct access from the home to the pool will be equipped with self closing, self latching devices with release mechanisms placed no lower than 54 inches above the floor or deck. I understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S., and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500.00 and/or up to 60 days in jail as established in chapter 775, F.S. I understand that the St. Lucie County Building Inspections Department assumes no liability for the final inspection of one of the above protective devices, or the lack of maintenance, or the removal of such after the swimming pool has been finalized. I, the contractor, agree to instruct the owner of the proper use and STATE OF NOTARY O?b�L4�1 The fegoi instrument was acknowledged before me ) l this ��ay of J co l�i.�(� , 20 Personally Known or Produced Identification Type of Ident f1d2ti7lp". . duced*SEPH GA - My COMMISSION k EE831 r '.?u;•,;.afF' EXPIRES December 01, 201❑ '.0' a9B-U' i3 Florldallotary8ervlce.com SLCPDS Revised 04/11/2011 A-e this I day of l a,,--1 �— , 20—L by �/ Pl� 'f�( I "�hLti.l lck Personally Known ' or Produced Identification enl Type of I c'tarp.t,oGALAN MY COMMISSION # EE837737 mber012016EXPIRES December , 1407) ry9elceco98-0153 rv.m Property Appraiser - St.Lucie C;^-jty, FL Page 1 of 1 Standard Pacific Of Florida Record: 1 of 1 Property Identification Site Address: 13200 NW Wheaton Ln Sec/Town/Range: 25:37S:40 E Map ID: 44/25S Zoning: PUD PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print �` Pa rce! I D: 4425-703-0006-000-7 \. SGIE 00G2 Account#: 176821 yes. Use Type: Vac Res City/Cnty: Saint Lucie County Ownership and Mailing Owner: Standard Pacific Of Florida Address: 15360 Barranca Pkwy Irvine CA 33609 Sales Information Date Price Code 11/26/2012 7000000 0205 Legal Description RIVERBEND (PB 67-36)- LOT 1 Assessment 2013 Deed Book/Page 2013 Final: 65100 SP 3460/0152 Assessed: 65100 Ag.Credit: 0 Exempt: Taxable: _ Taxes: 1318.43 BUILDING INFORMATION N.O.Sketch Available Total Land and Building Land Value: 65100 Acres: 0.67 Building Value: 0 Finished Area: 0 SgFt - o Im age Available Exterior Features View: - RoofCover: - RoofStruct: - ExtType: - YearBlt: Frame: - Grade: - EffYrBlt: PrimeWall: - StoryHght: - No.Units: SecWall: - Interior Features BedRooms: Electric: - PrmintWall: - FullBath: HeatType: AvgHt/FI: 1/2Bath: HeatFuel: - Prm.Flors: - %A/C: %Heated: %Sprinkled: Special Features and Yard items Land Information Type Y/S Qty. Units Qua[. Cond. YrBit. No. Use Type Type Measure Depth 1 0000-Vac Res 550 -Sq Feet 29185 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pasle/pre.asp?prclid=442570300060007 1/17/2014 *0C;r6,- Certificate of Complia for Terwite Protection (as required by Florida Building Code ("Q 1816.1.7) rREA r *FINAL* 45 2-- 61 7 rx"Im "wM01INC. Phone (561) 841-0030 4901 N. Flaglarbrive Mobile (561) 315-9218 West Palm Beach, Fl. 33407 OWNER LOT BLOCK SIB-DIV STREET ADDRESS CITY GENERAL CONTRACTOR MAIN SLAB, GARAGE PATIO MATERIAL USED Method of Termite Prevention Treatment VA G $1 J 0 1 The building has received a complete treatment for the prevention, of, subterrane'aii terffillis. Tkiifmint as in accokfunce with rules and I = 14 "established by the' Plaridi biv.il ment of Agriculture and .bib Affices *FINAL* � x CERTIFICATIONi LICENSE # IBIOO595 plA _-<Adthoriiid gigna6re A COPY OF TRiS FORM' MUST BE OBTAINED BY THE BUILDER AT COMPLETION AND FILED WITH THE BUILDING DEPARTMENT BEFORE A CERTIFICATE OF OCCUPANCY CAN BE ISSUED, STREET ADDRESS: 13200. NW WHEATON LANE " LEGAL DESCRIPTION GRAPHIC SCALE R ME�R �® �� / o DRAINAGE D 10 20 30 Being all of Lot 1, according to the lot of RIVERBEND, PIPE 9 9 P 011S . -- y !� o .. as recorded in Plat Book 67, . Page 36 of the Public Lei AL E i \ �_ IN FEET ). Records of St. Lucie County, Florida.' peo-53'05 o 1 inch = 30 ft. Contains 667 :acres .more or less. i I =Y ��� N ��� $ 5063 Ti - �� 364� u:1643' LEGEND & ABBREVIATIONS `� r EJ� CONC. DENOTES CONCRETE . �`A� q P.C.P. DENOTES PERMENANT CONTROL POINT C.M. DENOTES CONCRETE MONUMENT i N N €', S°- \ CA 6iMT� 1 p2 DENOTES PLAT- DATA O:R.B. DENOTES OFFICIAL RECORDS BOOK Q ' U, -T n M p w �CJ DENOTES CALCULATED FROM FIELD MEASUREMENTS IR&C DEN07ESIRON ROD &CAP r j O 1 LIKE (M) DENOTES. MEASURED DATA I.P. DENOTES IRON PIPE o / { Z v' 1 CT (31 F ID DENOTES IDENTIFICATION NUMBER ' .. �' r .. N :5•35-+ n '? `� - a I.R. -DENOTES IRON 'ROD 60 OQ' �_ / , a RED { CP x �� . DENOTES FLOW LINE U.E. DENOTES UTILITY EASEMENT 20.00' C EN1RY o o -1' TOB DENOTES TOP OF BANK P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR 3 / < FND. DENOTES FOUND X 6.63 DENOTES ELEVATION TYPICAL L.B. DENOTES LICENSED BUSINESS W.O.E. DENOTES WATER MANAGEMENT EASEMENT 0.67' G o mo \ c, 16 4 O.H.U. DENOTES OVERHEAD UTILITIES C142 BRICK. PAVER POOL DECK W.M.T. DENOTES WATER MANAGEMENT TRACT DENOTES STREET LIGHT to N , t�j (UNDER CONSTRUCTION)) s WATER VALVE f{s f p� 6a.-;---r--•-• RA DENOTES RIGHT WAY DENOTE TER .I . I =r•` . 9^= 5' .. Ul .. - ��"-'.-'=r\;-"t- .. .. . D NOTES FIRE HYDRANT STRUCTURE ® DENOTES WATER METER DENOTES SANITARY MANHOLE UNDER CONSTRUCTION DENOTES 5/8" IRON ROD &CAP LB 4286 ' O �- IVE y -N: n } 8 b 36 g `'� g 4�' (COVERED, NO FLOOR) LA .3. 13 0 _ a�a �•33' ` D' LA�'�a.j4' GENERAL NOTES: L4' The bearings shown hereon' are referenced to the East right—of—.wayright—pf—.wc3y line of GILSON ROAD Z. A y dST rrr } N having a bearing of N00'17'09"E, according to the Plat of RIVERBEND, Plat ��_ y� = t-� cpPp �5'_LME Book ,67, Page 36, City of Port St. Lucie, St ,Lucie County, Florida. P . - 2..All above round fixed improvements, if an have been .located and shown hereon. DS 9 P Y, DIA LI ZONE„AE-6" ,o O ��-.•r. 4) 2' : ZONE "X" � 3. Underground utilities and :utility services have .not been located on this survey. A; \ ?tipd. LOT 1 \ �,_ w ` Q - 4. Flood Note: B graphic plottingonly,this property Is in Zone 'Y' and "AE-6", according o PGG�aS N 1 to the Flood Insurance Rate Map, Community Panel No. 12111CO406 J; effective date 0- Q, LANDSCAPE o N25i905"W� February 16, 2012. The exact designation can only: be determined by an elevation. Z BUFFER FP ��. _ _ — — — — --56� — — — — — — — — certificate. � _ EASEMENT — m R— 268.00' .. 5. Reproductions of this map are not valid without the signature and original raised seal rl� N89 49 34" — — — a o \ = of a Florida Licensed Surveyor& Mapper. 46.76'' . 6. 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. e of field work was 7. The last date May 22, 2014. sr 0j ' .r 8. Additions or deletions to'survey maps or reports b'' other than the signing `�'" 0��5' , .,ri ra { ` '� 'a a •'. z r h�'.�,•1r' ���_. � 4�. � Y P P Y party f� I.`I3`• f i:. : t a ;,f d,'.. .'.ram, .r. S -+` ...}`'ti T ,+z,?,«.1 r.at - \v or parties is prohibited without written consent of the signing party or parties. 'f ^C1 1 try, •.,r „%,' fw' }`\>`>�`' 9. Elevations shown hereon are referenced to -the North American Vertical Datum iv;r (N.A.V.D.) of. 1988. I _'._ N',r3 f �� ll•�,, •'� .t\li\i',Y , Ctf - tC � i :F %�YH�. .. _ .. ' � Date 1ynit J Approved ---------------- i THOMAS P.,KIERNAN, PROFESSIONAL SUR'JEYOR AND MAPPER FLORIDA CERVFICA`TE NO. 6199 7,,-7.47 , 1,51 GNA URE DATE iyaa- OIC41 R to x ze a� i I I � I I 7 I I N I I • , I I I ! o5 E1*5 4 i ' � o ID o i Rom. 1 R ` Zq $ Q i THOMAS R. KIERNAN, D PROFESSIONAL SURVEYOR AND MAPPER FLORIDA CERIi , TE NO. 6199 BUILDING UNDER CONSTRUCTION TOP OF FORM ELEK=9.48 \16.g3 DRAINAGE PIPE POOL FORMBOARDS N to CG \ al WMT-1 m LAKE 16,42 STRUCTURE 'UNDER CONSTRUCTION TOP OF FORM ELEK=7.90 1.0 LOT 1 AW\ PROPOSED SIDEWALK ZQNE »X.,ca ZQNELnN25'19 `04----- _ — R=268.00' Q=28'59'37" — — - =1 .6 46.16 S 7 j� SIG ATURE DATE STREET ADDRESS 13200 NW WHEATON LANE LEGAL DESCRIPTION GRAPHIC SCALE 0 10 20 30 Being all of Lot 1, according to the plat of RIVERBEND, as recorded in Plat Book 67, Page 36 of the Public IN FM Records of St. Lucie County, Florida. I inch = 30 ft. Contains 0.67 acres more or less. LEGEND & ABBREVIATIONS CONC. DENOTES CONCRETE P.C.P. DENOTES PERMENANT CONTROL POINT C.M. DENOTES CONCRETE MONUMENT (P) DENOTES PLAT DATA O.R.B. DENOTES OFFICIAL RECORDS BOOK C DENOTES CALCULATED FROM FIELD MEASUREMENTS IR&C DENOTES IRON ROD & CAP (M) ID DENOTES MEASURED DATA I.P. DENOTES IDENTIFICATION NUMBER DENOTES IRON PIPE I.R. DENOTES FLOW LINE U.E. DENOTES IRON ROD DENOTES UTILITY EASEMENT TO FND. DENOTES TOP OF BANK P.L.S. DENOTES FOUND DENOTES PROFESSIONAL LAND SURVEYOR L.B. X 6.63 DENOTES LICENSED BUSINESS DENOTES ELEVATION (TYPICAL) O.H.U. DENOTES OVERHEAD UTILITIES W.I.E. DENOTES WATER MANAGEMENT EASEMENT W.M.T. DENOTES WATER MANAGEMENT TRACT (Y� DENOTES STREET LIGHT (R) DENOTES RADIAL ma�vyy�, DENOTES WATER VALVE R/W DENOTES RIGHT WAY IN WIC, DENOTES FIRE HYDRANT ® DENOTES WATER METER IC, ® DENOTES 5/6" IRON ROD &CAP LB 4286 O DENOTES SANITARY MANHOLE GENERAL NOTES 1. The bearings shown hereon are referenced to the East right-of-way line of GILSON ROAD having a bearing of N00'17'09"E, according to the Plat of RIVERBEND, Plat Book 67, Page 36, City of Port St. Lucie, St Lucie County, Florida. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility services have not been located on this survey. 4. Flood Note: By graphic plotting only, this property is in Zone "X" and "AE-6", according to the Flood Insurance Rate Map, Community Panel No. 12111CO406 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor & Mapper. 6. 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. 7. The last date of field work was December 18, 2013. 8. 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. 9. Elevations shown hereon are referenced to the North American Vertical Datum (N.A.V.D.) of 1988. St Luc Co. I Date Il�it proved REVISION: ADDED POOL FORMBOARD TPK 4-11-2014 I I REVISION: ADDED ADDITIONAL FORMBOARD GLM 2-18-2014 As-built/Formboard Survey Lot 1 For: FOUNTAIN BLUE POOLS File:LOT 1.DWG CULPEPPER & TERPENING, INC Date: 12/19/13 12-058/42 CONSULTING ENGINEERS I LAND SURVEYORS SCALE 1 "=30' 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 DRAWN BY: GLM PHONE 772-464-3537 FAX 772-464-9497 www.ct-eng.com STATE OF FLORIDA CERTIFICNTION No. LB 4286 I � I � I ORK ", IQI ARC UWECT To � Trw R REE) 5f MELD ICI �p TREMRON CONCRETE PAVERS 1 Y @E NE V E p0 WA - 41f HERITAGE COLOR HERRINGBONE � ¢ QI�7l � �����® � 4X8 YERRINGBONE FIELD GQMpLY WITH ALA�� TREMRON CONCRETE PAVERS I HERITAGE COLOR I 1 - 4X8 BAND I I K 1 OLYMPIC STONE 4 MARBLE FOUNTAIN 2 OLYMPIC SAHARA I 18X 18 DIAGONAL GRID FIELD PATTERN L J / OLYMPIC 5AHARA I 1 / OI 4X8 BAND I COL I OLYMPIC 5AHARA ---J EQUIPMENT ,I 4X8 HERRINGBONE FIELD -- — I I 1 I TREWS (DOUBLE POST) 5ALE5 CENTER y� 1 II � I 1 I I r-------� ff . I I I I 1 L-J I I III I11 I � I I III I I L-------J �f I io "� ST. LUCIE C/CUmTY ► __-- I / BUILDIi1G DIVISION • I II �I II I _ FOR lei Ir R--VIF-WED BY I II I I 1 I r II 11 / DATE ------- , PI�.N P.ND L.L --- _—JJ GATE i MUST BE KE Ofi! JOB OR ® LANAI ;\O ►NSPECTIOFILL BE MADE.— I g �.._� O 18° 5QUARE / 3Ok30• COQUINA COLUMN STEPPING / I W/36° PLANTER 5TONE5 / I TYP. / A`F COVERED PAVILION 13 I TROUGH SHELF Ep 4 OUTDOOR KITCHEN SUN RA15PERGOLA 013 / 5HE 3G, POOL CURB 7' I L\S`ppj]ij% POOL O SPA 2 TEPS J015TTYP. / 0 SUN BEMA TYP, LOW WALL h--- I 4RNL / — — ------------ --.c. P05T 4 BASE TYP. w OLYMPIC STONE 6 MARBLE OLYMPIC STONE 4 MARBLE -rewTm�Bs seA_�Nrs OLYMPIC SAHARA OLYMPIC SAYIARA s�FnAr+Yrw vwerous sfze< 8X8, 8X 16, 16X I G, 1 EX24 OLYMPIC STONE 4 MARBLE wlrm:- ASHLAR FIELD PATTERN 12X 12 BULW OSE OLYMPIC SAHARA I_ wiuxPs wr_SEnlw eft z /J 12X12 BAND 77 Y.. jIAFf Awnv fPtM. PA•/FZ m �'FI ��/ ///�//�I/I//�I J �✓/i/��/��/��/ ///� :c voN3CW: f' 1/u/h-If'✓ 5r :V'w-/.OP P� _IL: cn.5v. for--��e ,ek.urzwr. rv, wv.;nA:iurs eL:r:v/xb+iv :: C?ASA fL �.9J'A^. ly I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 1 1 I 1 I 1 I I II I I I I I 1 1 I I I I I I I I I I I I I I I 1 I I I I I I - I I I I I I t- L — FENCE TYP. �/h►� lu v o & associ 7.1 Ecu maa]f991 W.5—N 1-0 mavas,m. N mM°..ASm]A f°n crs FEm NYA mA.s .tso,. en K.nTronbnPmn.Oam,PeeNJAe1 (W>,efem7l. N� Key /Location: 0-6 TREMRON CONCRETE PAVERS HERITAGE COLOR ADA RAISED TRUNCATED DOME I I SETBACK RFQ. PRO CT - ��, SITE R/YH 9I SVOE5 R )0 C • Sec. 25, T.37S., R.40E. N.T.S. Project Team: GENEP,fL NOTES: TC.=.. F;F V V3'FgD,\ THE FE :: MZ) COORDINATED VATY..°C -- LG.TpA ,a.c -SE'_Er:,;�t�,5'LANS FOPS A:L a7 IN.',20Vr(OTM2 Tf PO0.a FCV- T'CKB) AIBL -sTa::e.;/.v:. r:.ru:: aw,wNGS TD e=vzv+;o, er orrEe; ' -A� Yh:�q;$ Sr.On,\ INLU:OIAG SONE VENEER. LA'S. <vf„CO AC' :O - � -A.. PTO eE SAND SET PER VANUFA:,URE{5 R'CO!/NSNDATiO�; Poo-. Pam- PENLE CE"(A:". 0 :Lr1kL5'TOR LL�Ee PAV.uO\CCCNNG EO:.:FT✓�\f:�F5TD 5M- -PERGOI.:O_ TYPICAL PAVER DETAIL MODEL CENTER SITE PLAN Xo_u cziewa IQTS SCALE: 1/8' =l'-0" _ti wz'. o ae �, � Io 15 a:E a:LDI G cCM- 5 STANDARD PACIFIC HOMES rw.mome: s,and.mPrScHvma azo, w. r�:mTei.a., sm zw Fl.lsutlWWe. FL SiTp9 L.nre P,Prvler lLmtlsup: L°WoBAseom,ea,PA. remmcc 70, Ea9 Umnn ave. Siwr1.R3681 ' rlBlr.oil burrey=r: C°pepprane7erywnne.!°Y.. . 36e0 SUMi51L BB.eI Fal Pp,m. iL 31901 mironmertll EWE ponsWmnt t0005EMotlr.F Gvmnn Bhtl. S,v 3DB SUW.FL 3P➢26 Riverbend Preliminary Model Center Site Plan St. Lucie County, Florida P E E �� SCALE: 1" = 178'=1--(r V a 4' 8' 16' REG. R 1018 Thomas P. Ludd. PG Sheet o)eet Nu 13175 H s -I C—p—, Fk PAUUS—ENTRY 8-MODEL-HARDSC �w 1B.13111.HVe. POOL FENCE TYP. OLYMPIC STONE � MARBLE OLYMPIC SAHARA 12X 12 BAND OLYMPIC STONE * MARBLE OLYMPIC SAHARA 12X 12 DULLNOSE -1 — 30" X 30" COLUMNS RAISED 7' X I O' AUX. POOL, RAISED 15" / 24" WITH 2" SLEEVE FOR IRRIGATION, TRAVERTINE ON W. (1) GLO-BRITE LED LIGHT, 7 THERAPY JETS, INFINITY SPILLWAY, 6" DEEP SUNSHELF WITH TILED TOP, * 30" PLANTER ON TOP H.P. BLOWER, AND TILE BACK EDGE , (3) GLO BRITE LIGHTS, AND UMBRELLA HOLE (". OF 4) E — �I111► 11-1 r'r y� `�Ir �1���'��'�: •WN • PIPE TO 4 'TRUNK LINE , �n1T :•; :• ►:� 15EAM Of TROUGH PERGOLA i • 1111� - • • �� ice. •• �� •i� _� ` : NO L� �C :cc:%%2%%%i=cc:2%��i��i 1 16" SQUARE COQUINA STEPPING STONES El GA + 1 2" RAI D POOL / I BEAM (A SIDES) [—CLEANING LINE W. VAC LOCK PER N 424.2.G.G COVERED PATIO = 250 S.F. 4" TROUGH (ALL SIDES) OLYMPIC STONE * MARBLE OLYMPIC SAHARA 8X8, 8X I G, I GX I G, I GX24 ASHLAR FIELD PATTERN_ I � I C I � I I ® I DECK = 2200 S.F. 0 I I Z I rn7 ® u n I I —OUTSIDE I I BEAM OF j rn I TROUGH I Z I I I POOL FLAN SCALE 1/8"= I'-0" TH15 DRAWING IS AN INSTRUMENT OF SERVICE COPYRIGHT © 2013 BY FOUNTAIN BLUE POOLS. ALL RIGHTS RESERVED. IT IS NOT TO BE REPRODUCED IN PART OR IN WHOLE WITHOUT EXPRESS WRITTEN PERMISSION. 01MAIRLE LANDSCAPE SCREEN PER J CODE 0 O w O Buz w O J m0 Fl POOL SPECIFICATIONS m SIZE: 18' x 21"'- DEPTH: 3' TO 4'-1 1 " m PERIMETER: I 1 1' 494 S AREA: -ft. VOLUME: 10,412 GAS. Q TURNOVER: 4.8 HR 3050-VS Vu� PUMP SIZE: INTELLI-FLO Q N FILTER: CC-200 HEATER: N/A > < m UGHT(S): (1) GLO BRITE (LED) — INLETS: 3 ® w N CLEANING LINE: YES >> BABY FENCE NO CONTROLLER: EASY -TOUCH 4 INTELLI-CHLOK: NO N POOL FINISH: SKY BLUE HANDHOLDS: N/A SWIMOUT SIZE: N/A Q _j o DECK TYPE: PAVERS 2184 S.F. COPING: BUL-NOSE „� TILE STEPS: YF.9 m POOL ENCLOSURE: NO o Ln uJ m lu AUX. POOL SPECS K m w O SIZE: 7X 1 0' PERIMETER: 33' L.F. AREA: G8 S -ft. w VOLUME: 729 Gals 2! TURNOVER: 9 MIN PUMP SIZE: SHARE w HEATER: N1 0 LIGHT: (1) GLO BRITE LED THERAPYJETS: G — RAISED: 18" J J SPILLWAY SIZE: INFINITY O AIR BLOWER: 2.0 H.P. J Z AIR SWITCH: NO I " TILE BACK: YES U ADDITIONAL NOTES: LL_ z W U = D • TILE EDGE OF STEPS PER PLAN • ADDITIONAL LIGHT > 0 • AUTO WATER FILL ° (4) 30" X 30" COLUMNS RAISED 24" Z LLJ WITH PRE -CAST TOP AND 2" SLEEVE FOR IRRIGATION Q O J O ° 4" LIP AROUND ENTIRE POOL FOR EURO z EDGE Q (N t— ° POOL BEAM RAISED 1 2" (ALL SIDES) • TILE BACK OF SPA • INTELLI-FLO PUMP (3050 VS) FOR VANISHING EDGE (SEE DETAIL PG-3) ° 300 GAL. COLLECTOR TANK (AQUA TEK OR EQUA4"-F.'�° �> rm �„ente�' Ln m eoosso oo• '-'j� No.53895 •® o s a o m e • STATE pF o R 10 w,® _00 co m m_ Ln U__ Lwuj - w O w o O z LLJ z �Q W 0 N N N w O Q U- O u_ w GENERAL NOTES FLORIDA BUILDING CODE 2010, SWIMMING POOLS AND ALL APPLICABLE COUNTY AND CITY CODES SHALL GOVERN. I . FBC 2010 424.2.G. I CONFORMANCE STANDARD.- DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/NSPI 3 ANSVNSPI 4 ANSVNSPI 5 ANSVNSPI G AND ANSVAPSP 7. 2. FBC 424.2.G.3 WATER VELOCITY.- POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (3048 MtVVS) FOR PRESSURE PIPING AND.5 FEET PER SECOND (2438 MM/S) FOR SUCTION PIPING, EXCEPT THAT THE WATER VELOCITY SHALL NOT EXCEED 8 FEET PER SECOND (2438 MM/5) IN COPPER TUBING. MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH ANSVA55P 7. EXCEPTION: JET INLET FITTINGS SHALL NOT BE DEEMED SUBJECT TO THI5 REQUIREMENT. 3. FBC 424.2.G.5 PIPING INSTALLATION.- ALL PIPING MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION STANDARDS. EXCEPTION: PRIMER AND GLUE ON EXPOSED ABOVEGROUND PIPING NOT REQUIRED TO BE COLORED. 4. FBC 424.2.6.E ENTRAPMENT PROTECTION.- FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF AN5I/AP5P 7. 5. FBC 424.2.8 VALVES.- ALL VALVES ON POOL PIPING SHALL CONFORM WITH SECTIONS 424.2.5.1 THROUGH 424.2.8.4. G. FBC 424.2.9 WATER SUPPLY.- UNLESS AN APPROVED TYPE OF FILLING SYSTEM 15 INSTALLED, ANY WATER SUPPLY WHICH IN THE JUDGMENT OF THE ADMINISTRATIVE AUTHORITHY MAY BE USED TO FILL THE POOL, SHALL BE EQUIPPED WITH BACKFLOW PROTECTION. NO OVER THE RIM FILL SPOUT SHALL BE ACCEPTED UNLESS LOCATED UNDER A DIVING BOARD, OR PROPERLY GUARDED. 7. FBG 424.2.12.1 PRESSURE TEST.- ALL POOL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER OR AIR PRESSURE TEST OF NOT LESS THAN 35 POUNDS PER SQUARE INCH (PSI) (241 KPA) FOR 15 MINUTES. EXCEMPTION: CIRCULATING PUMPS NEED NOT BE TESTED AS REQUIRED IN THIS SECTION. 8. FBC 424.2. 14.4 CONNECTIONS.- ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTION ADJACENT TO THE HEATER. 9. FBC 424.2. 15 GAS PIPING.- GAS PIPING SHALL COMPLY WITH THE FLORIDA BUILDING CODE, FUEL GAS. SEPARATE PLANS AND PERMIT REQUIRED 10. FBG 424.2. I G ELECTRICAL.- ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE; NFPA 70, NATIONAL ELECTRICAL CODE, EXCEPT ARTICLE 50; AND NFPA 70, NATIONAL ELECTRIC CODE, ARTICLE G80. 1 1. FBC 424.2. 17 RESIDENTIAL SWIMMING BARRIER REQUIREMENT.- RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH SECTIONS FBC 424.2.17.1 THROUGH 424.2. 17.3 EXCEPTION: A SWIMMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH A5TM F 1346. 12. PIPING- PIPING SHALL BE SCH. 40 BEARING N.S.F. APPROVAL PER FBC 2010 K4101 13. STEEL- REINFORCING STEEL WILL CONFORM TO A.5.T.M. 615 GRADE GO 14. SOILS- THE DESIGN BEARING CAPACITY FOR THIS POOL SHALL BE A MINIMUM OF 2,000 P.S.F.. 15. CONCRETE- POOL WALLS L FLOOR WILL BE PNEUMATICALLY APPLIED CONCRETE W. A MIN. 28 DAY COMP. STRENGTH OF 4,000 P.S.I. I G. TEMPERATURE- POOL OR SPA TEMPERATURE SHALL NOT EXCEED 102° F. 17. POWER LINES- OVERHEAD ELECTRICAL POWER LINES SHALL BE LOCATED A MIN. OF 10 FEET FROM POOL WATERS EDGE AND UNDERGROUND ELECTRICAL POWER LINES SHALL BE LOCATED A MIN. OF 5 FEET FROM THE POOL WATERS EDGE OR IN ACCORDANCE WITH NFPA 70, NATIONAL ELECTRICAL CODE, ARTICLE G80. 18. NATIONAL ELECTRIC CODE- ELECTRICAL AND ALL BONDING SHALL BE IN COMPLIANCE WITH ARTICLE G50 19. CONTRACTOR MUST APPLY PROPER MEANS AND METHODS OF CONSTRUCTION TO PROTECT ALL EXISTING STRUCTURES. UNLESS OTHERWISE NOTED, THE DESIGN ENGINEER HAS NOT BEEN ENGAGED TO CONDUCT, NOR HAS HE CONDUCTED ANY FIELD TESTS, EVALUATIONS OR SITE VISITS WITH RESPECT TO CONDITIONS AS THEY MAY EXIST AT THE SITE. THEREFORE, THE DESIGN ENGINEER IS NOT RESPONSIBLE OF, AND ASSUMES NOT LIABILITY FOR, EXISTING STRUCTURES, INCLUDING THE CONDITIONS OF EXISTING SEAWALLS AND APPLICABILITY FOR EXCAVATION IN ITS PROXIMITY. SHOULD ANY EXISTING STRUCTURE BE ENCOUNTERED, STOP CONSTRUCTION AND IMMEDIATELY NOTIFY THE DESIGN ENGINEER AND BUILDING OFFICIAL PRIOR TO PROCEEDING. THIS INCLUDES BUT 15 NOT LIMITED TO ENCOUNTERING THE FOLLOWING: WALL ANCHOR RODS 'FOUNDATIONS OF SEAWALLS, BUILDINGS, POWER POLES 'BURIED VAULTS AND DRAINAGE STRUCTURES, AND OTHER BELOW GROUND STRUCTURES 20. SHOULD THE INTEGRITY OF A SEAWALL BE FOUND TO BE INADEQUATE OR BECOME COMPROMISED, THE CONTRACTOR SHALL IMMEDIATELY ENGAGE THE HOME OWNER IN CORRECTIVE MEASURES AS DIRECTED BY A LICENSED QUALIFIED SEAWALL CONTRACTING SPECIALIST. THESE PROCEDURES SHALL BE IN FULL COMPLIANCE WITH RECOMMENDATIONS MADE BY THE DESIGN ENGINEER AND LOCAL BUILDING OFFICIAL. THE CONTRACTOR AND OR HOMEOWNER SHALL SECURE THE STRUCTURE WITHIN 48 HOURS, BASED ON SAID RECOMMENDATIONS; TO INCLUDE, BUT NOT LIMITED TO, THE EMERGENCY INSTALLATION OF HELICAL PILES OR BATTER PILE5. 21. NOTE I - POOL LOCATION -THE DESIGNER AND THE ENGINEER ASSUME NO RESPONSIBILITY TO THE LOCATION OF THE POOL, PATIO AND EQUIPMENT ENCROACHING INTO EASEMENTS, OR SETBACKS. 22. NOTE 2- PLAN PROPERTY -THE PLANS REMAIN THE PROPERTY OF THE SPECIFIED DESIGNER, ENGINEER AND CONTRACTOR AND CANNOT BE TRANSFERRED WITHOUT WRITTEN PERMISSION FROM THEM. WATERPROOF INTERIOR OF GUTTER PRIOR TO COPING #3 BEAM BARS @ 12'O.C. * (3) #3 REBAR CONT.- #8 SOLID COPPE BOND WIRE W/ I .5" DRAIN LINE APPR. CLAMPS TIED TO TRUNK (ONE ON EACH LINE TYP. SIDE OF POOL) GUTTER LINE TO SIT (1) #8 BARE ONCOMPACTED FILL COPPER WIRE •; WHICH HAS BEEN BONDED TO POOL SLOPED AT 1/4' STEEL AS SHOWN PER FOOT TO COLLECTOR TANK EQUIPOTENTIAL BONDING DETAIL + PER FLORIDA 13ULDING CODE `%•' ADAPTATION OF N.E.C. 2010 ` SEC. G80.2G EURO GUTTER/WALL SECTION NOTE: SOLID COPPER WIRE IS REQUIRED WHEN BURIED IN THE 5AND501L UNDER A BRICK OR PAVER DECK TYPE SURFACE. THE FOLLOWING PARTS MUST BE BONDED TO THE EQUIPOTENTIAL BONDING GRID: A) METALLIC PART5, B) UNDERWATER LIGHTING, C) METAL FITTINGS, D) ELECTRICAL EQUIPMENT (PUMPS, HEATERS, ETC.), Q REBAR IN POOL STRUCTURE, F) METAL CABLES, G) METAL PIPING, H) FIXED METAL PARTS, 1) METALLIC SURFACES OF ELECTRICAL EQUIPMENT. U5E #3 @ 121, O.C. E.W. OVERFLOW SPA -1 9\l�5`t�F\F 8" FLOOR WITH #3 @ 12" O.C.E.W. 18"� SLOPE IN I" WATERLINE TILE OPTIONAL (2) #3 CONT. AUX POOL SECTION 10" WALL 6 8" FLOOR WITH #3 @ 1 2" O.C.E. (1) CHANNEL MAINDP.AIN WITH APPROVED GRATE SECURED WITH SCREWS 4" IniurN, rxiNrVn Fu CONCRETE SLAB PER F.B.C. 1820.3 0 PUMP FILTER BASE HEATER MOTORS) (IF INDICATED) NOTE: ° ANCHOR BOLTS THROUGH BASE WITH 1-3/4" X 3/ I G" TAP CON SCREW OR 3/8" ANCHOR BOLT FOR POOL PUMP # FILTER • HEAT PUMP - (4) ANGLE BRACKETS, EA 2-1/2' IN LENGTH. EACH BRACKET SHALL BE ATTACHED TO THE CONC. WITH (1) 1-3/4" X i 6' TAP CON SCREW (OR e' ANCHOR BOLT) AND ATTACHED TO THE EQUIP WITH (1) 2SELF TAPPING SHEET METAL SCREW. • POOL HEATER SHALL BE PROVIDED WITH A THERMOSTATIC OR HIGH PRESSURE CONTROL SWITCH OR OTHER ACCEPTABLE OVER HEATING PROTECTION DEVICE SO POOL WATER DOES NOT EXCEED 104 F • COMPLIANT WITH FLORIDA BUILDING CODE 2010 POOL EQUIPMENT ANCHORING IMPORTANT NOTE: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8'-0" DEEP AND SPECIFICALLY DESIGNED FOR DIVING. THIS POOL 15 NOT DESIGNED FOR DIVING. i 117 I O° 20- I4'_9'�2'-fi 7'- FP I = 1:7 SLOPE MAXIMU MAIN DRAIN PER R4101.21.3 LONGITUDINAL POOL SECTION 1NO5E BRICK L TERLINE TILE G" } v' u-) -_ #3 CONT. p p @ 12" U.G.- 5UN5HELF / STEPS DETAIL BRICK TILE G" IT. R FRONT D.C.E. W 5UN5HELF DETAIL 30" X 30" RAISED 24" TO BE IM (5) #3 HOOPS SHOT WITH SOLID GUNITE, HORIZONTAL AND #3 @ 1 2" O.C.E.W.. AND (5) #3 VERT INCLUDES A 2" SLEEVE FOR DRAINAGE AND IRRIGATION 44 #3 TO OVERLAP MIN. 18" ON POOL FLOOR COLUMN DETAIL THIS DRAWING IS AN INSTRUMENT OF SERVICE COPYRIGHT @ 20 13 BY FOUNTAIN BLUE POOLS. INC. ALL RIGHTS RESERVED. IT IS NOT TO BE REPRODUCED IN PART OR IN WHOLE WITHOUT EXPRESS WRITTEN PERMISSION. �� eeeeeeeaeasaaeeesr►raor®g® E qA it��Ba®� ° CL o 00 No.53995 °a +48" o 0 0 0 vvvv vvavv +42" a� o 0 4 0 +30" 0 0 + T® o RISER LEGS uw O w O m_ O d LL p w w N 0 O N N w CO v�- QcoO �=0 inOr > U-1 �mLr) mLL m�1L w0 T) m Q co ww IL w W Z uj w Q w o (1� w CQ O G � 0.. APPROVED ANSI-ASME 1 1 2. 1 9.8-2007 DRAIN COVERS TO BE FASTENED W. SCREWS ROCK BED WELL POINT PEP R4101.21.4 HYDROSTATIC VALVE 1 1/2" 1-1/ -�_ PUMP SUCTION WELL POINT DETAIL 32" X 3-1/2" MAIN DRAIN WITH APPROVED COVER (ANSVA5ME 12.10.5-2007) (Addendum 8a-2008) 31 G GPM FLOOR. 205 GPM WALL PUMP SIZES AVG. FLOW VENT SIZE MAX. LENGTH 3/4 H.P. 45 GPM I° G2 IT. I H.P. GO GPM I° 73FT. 11/2 H.P. 75 GPM 1° 92 FT. 2 H.P. 100 GPM 1 ° 122 FT. 2 1/2 H.P. 135 GPM I° 65 FT. 3 H.P. 145 GPM I 1 1 177 FT. SEE PIPING SCHEMATIC FOR PIPE 51ZE ONE H.P. PUMP FLOW RATE GO GPM @ GO' TDH, (GOX7.48) = O. 133G9 CUBIC FT. PER SECOND. FLOW X 3 SECONDS (CODE REQ.) = MAX. SIZE OF OPENING. O. 133G9 X 3 = 0.401 1 CUBIC FT. AREA OF I " VENT PIPE = .00545 SQ. FT. THE ALLOWABLE LENGTH = 0.401 1 / .00545 = 73.G FEET THEREFORE, FOR A I H.P. PUMP * I" VENT LINE, THE MAX. LENGTH OF PIPE 15 73.G FEET. NOTE: THE VENT SYSTEM WILL LIMIT THE TRANSMISSION OF SUCTION AT THE OUTLET TO A MAX. OF 4.5 IN. OF MERCURY. LABEL: VENT POOL SAFETY DEVICE DO NOT HANDLE MAIN DRAIN DETAIL NOTE: AUTO FILL LOCATION TO BE DETERMINED IN FIELD H05E DIBB TEE HOUSE "WATERWAY: G40-132x V32" CHANNEL DRAIN COVER AND SUMP" 285 GPM-FLOOR/232 GPM -WALL/ SINGLE PORT/ 37.7 5Q. IN. OPEN AREA 1,2 OR PIPE CONNECTIONS ARE APPROVED AT ANY PORT (DO NOT EXCEED MAX FLOW -SUCTION RATE) CAP OFF UNUSED POKT(S) 16 —32.7 1 0" 32" CHANNEL DRAIN MAIN DRAIN SUCTION LINES _,3 �' PIPE 51ZE PER PLAN 32" CHANNEL DRAIN FRAME HYDROSTATIC RELIEF VALVE 2-1/2" SP X 2" aoc. X 2" NPT PORT (IF REQUIRED) OR CAP OFF 32" CHANNEL DRAIN, FLAT COVER O NT 37.7 SQUARE INCH OPEN AREA m 2 �2 424.2.14.5 RELIEF VALVE: A PRESSURE RELIEF VALVE SHALL BE INSTALLED ON THE DISCHARGE SIDE OF THE WATER HEATING EQUIPMENT 3 As per NEC 680.26 (B) (1) Equipotential Bonding - Poured concrete, pneumatically applied or sprayed concrete, and concrete block with painted or plastered coatings shall all be considered conductive materials due to water permeability and porosity. POOL COVERS: HEATED SWIMMING POOLS AND PERMANENTLY INSTALLED SPA5 SHALL BE EQUIPPED WITH A VAPOR -RETARDANT COVER ON OR AT THE WATER SURFACE OR A LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. (SEE FBC FOR EXCEPTION). 403.9.3 FBC 2010 ENERGY CONSERVATION. -.. ENERGY EFFICIENCY COMPLIANCE ANSI/APSP-15 AND FBC POOL CAPACITY: 10412 GALLONS TURNOVER RATE: 36 GPM AT LOW SPEED (MIN. 36) TURNOVER HOURS: 4.8 HOURS MAX. FILTR. FLOW RATE: 36 DEFAULT SET AUX LOAD: JETS FILTER: ICARTRIDGE VARIABLE SPEED PUMP CONTROLLER TO BE PROGRAMMED TO DEFAULT (ONE COMPLETE FILTRATION IN 6 HRS. MIN.) WHEN NO AUX. POOL LOADS ARE OPERATING WITHIN 24 HRS AND PROGRAMMED WITH TEMPORARY OVERRIDE CAPABILITY FOR SERVICING MAX SYSTEM FLOW RATE: 146 MFU: PENTAIR TYPE: VARIABLE SPEED MODEL: INTELIFLO VS 3050 CURVE "A": 18 GPM @ 850 APSP DATABASE CURVE "C": 25 GPM @ 850 APSP DATABASE MAX. SYSTEM FLOW RATE DETERMINED FOR MAX. SPEED AND AND LOWEST HEAD ON PUMP CURVE SUC. BRANCH: 4 @ 3.68 FPS (MAX 6 FPS) SUC. TRUNK: 3 @ 6.34 FPS (MAX 8 FPS) RETURN: 2.5 @ 9.78 FPS (MAX 10 FPS) NOTE: MIN. TANK SIZE IS 300 GALLONS. TANK SHALL HAVE AUTO —FILL, ONE PUSH—PULL VALVE AND SHALL ACCOMMODATE ALL PIPING SHOWN IN THE SCHEMATIC MAX 24' PISA II COPING ! P�urnp �erformance'Gu�ves > �t : j 90 } t e) 3 7a ' 8 {L C r 50 E 40 1 Q I m 30 20 •10 4 0 2o. AD 60 s0 Ion 120 '140 160 Flew Rom in US.GPM �:-I:I Ei f�.illlfiti.-'I?! �jEl�.IjF,tlt�I.�i �> l#�'ri117ilII I I I , }_LF Futory PrcwC4Poedf 13C4 RPi: IIIII;IIIII_II bACKrLOw 3-# 12 IN 1/2 COND. 12' 057 ROCK PREVENTER PISA II WP MANUAL STARTER TIME SWITCH (TYP) CLOCK BY PLUMBER I SHUT OFF VALVE TO SERVICE FREE DRAINING BY PLUMBER _ AIR BLOWER i COMPACTED I---------iii_ -- I BY FOUNTAIN BLUE I 1"STUB OUT PANEL 0°-4' GRADE DACKFILL C9S/.) 111 III POOLS SPSTTOGGLE -0°-s BELOV GRAD O'er o®e®0= �sFQ L�. uC9 `°Aaaoa WPGFI IO'TO20" SWITCH "A DEC DECK FROM WATER FILTER FABRIC AUTO FILL ONE O o �' 1-1/2" 45" MIN. t� $ o �O�J5 o �� PUMP 6' 057 ROCK c,�c o 4 0 TO POOL POOL DECK I g' MOTOR(S) `4 0 0 LEVEL MIN. 3 30OW o o o JUNCTION 1 2 VOLT o POOL 18" MIN. BOX(ES) TRANSFORMER RETAINING WALL CROSS SECTION c o a WATBfLOERL 3-# 12 IN 112 COND. NOTES, ? �� °° a�Ti�T f o04 L REFER ALSO TO STANDARD ENGINEERING OF TREMRON MIAMI, INC., AND RISI STONE LTD. ®oB . °® o° I " NON -CORROSIVE NOTE: ALL ELECTRICAL SHALL CONFORM • COND. W. N.E.C. ART. G80. GFCI- PER 2 INSTALL IN ACCORDANCE WITH STANDARDS OF TREMRON MIAMI, INC., AND RISI STONE LTD. d� o (5)GLO-BRITE_LIGHTS MANUFACTURES SPECIFICATIONS 3. SECURE C13PI GS WITH MORTOR, BUM TAPE, OR CEMENTITOUS ADHESIVE GROUT.TAV�g� /® y LOW WATER CUT OFF DEVICES IN POOL AREA GROUND ALL 4. DESIGN BASED UPON FREE DRAINING BACKFILL MATERIALS. On I AUTO WATEUILL DETAIL ELECTRICAL DIAGRAM BOXESECT. W. #8 WIREOTOR, 5. REPORT ANY VARIATIONS FROM CONDITIONS SHOWN TO THE ENGINEER PRIOR TO PROCEEDING. 6. DESIGN BASED UPON INFORMATION PROVIDED BY TREMRON MIAMI, INC. >- In 0 L0 n d C) mm _I p U_ ��Q� ® O LLJ n Q 07 N 4z G� m I— G LLJ N � v N vr- ai .0O Qu-Lr mWm m Ln m_� m IL/ E QO 7i O w O O 0 __j _jz I U O L.L LU z <�O p z w O J O N <mT) m cn 4h mLn O W u_i a- � LL O w 0 0 m 0 S w Q LLJ O 0 I� W uJ 2 m cr) CQ c O u POOL FENCE TYP. PERGOLA (BY OTHERS 18" SQUARE I COQUINA STEPPING STONES ❑❑❑ ❑ GATE �� t 30" X 30" COLUMNS RAISED 24" WITH 2" SLEEVE FOR IRRIGATION, TRAVERTINE ON TOP, 3G" PLANTER ON TOP (TW. OF 4) � I � I Zzj I, (I 2) 2"x4" DRAINS ' WITH 1-1 /2" DOWN j PIPE TO 4" TRUNK LINE @ 8' MAX SPACING OUTSIDE 1II BEAM OF TROUGH POOL INLETS i (IYP. OF 3) PER PER I 424.2.2 1 .5 11. OLYMPIC STONE * MARBLE OLYMPIC SAHARA 1 2X 12 BAND L E.D. -b OLYMPIC STONE � MARBLE OLYMPIC SAHARA 1 2X 12 BULLNOSE 7' X 101 AUX. POOL, RAISED 18" W. (1) GLO-BRITE LED LIGHT, 7 THERAPY JETS, INFINITY SPILLWAY, 2 H.P. BLOWER, AND TILE BACK G" DEEP SUNSHELF WITH TILED ,--EDGE AND 2 GLO BRITE LIGHTS STEPS WITH TILED EDGE GLO BRITE LED LIGHT ;TYP. OF 1) ill ! j + 12" RAISED POOL iil!I BEAM (ALL SIDES) IjCLEANING LINE W. l!I j i l l 1 VAC LOCK PER iil!I 424.2.G.G COVERED PATIO = 250 S.F. NOTE: THE SQUARE FOOTAGES ARE SUBJECT TO CHANGE BASED ON THE ENGINEERED DRAWINGS NOTE: ALL DIMENSIONS ARE APPROXIMATE AND ARE PLUS OR MINUS. FIELD MEASUREMENTS WILL SUPERSEDE DIMENSIONS NOTED ON CUSTOMER SIGNED PLANS. -4" TROUGH (ALL SIDES) I I I THIS DRAWING IS AN INSTRUMENT OF SERVICE COPYRIGHT @ 2013 BY FOUNTAIN BLUE POOLS. INC. ALL RIGHTS RESERVED. IT IS NOT TO BE REPRODUCED IN PART OR IN WHOLE WITHOUT EXPRESS WRITTEN PERMISSION. OLYMPIC STONE � MARBLE OLYMPIC SAHARA 8X8, 8X I G, I GX I G, I GX24 ASHLAR FIELD PATTERN - w Lo � '�� i I Coil I 4 ' OUTSIDE !� BEAM OF TROUGH -46 POOL PLAN SCALE I/8"= 1'-0" DECK = 2200 S.F. 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