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HomeMy WebLinkAboutSUBMITTED PAPERSr r OFFICE USE ONLY: / DATE FILED: I • • �U� O PLAN REVIEW FEE: RECEIPT NO.:�PERMIT NUMBER: _%f2 D % • 0 / -2c>- CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED. IN TO BE ACCEPTED �JG�E CpGti _ _ N St. Lucie County Building and Zoning�� S 2300 Virginia Avenue •'c�ORIOp • CANNE® Ft. Pierce, FL 34982-5652 BY 772-462-1553 St. Lucie Co ,nfv I 0 • U APPLICATION for BUILDING PERMIT CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: I A 2. PROJECT NAME: Croo K SITE PLA NAMEr: V,-C- 42 - 3. PROPERTY TAX ID #: I qN -- 130 "OODy"' DM::! 9_ '1 4. LEGAL DESCRIPTION (attach extra sheets if necessary): 34 "!,r 5 I CD Fr or N OM Fr of GOV LQ�-4 LYG E of A.IA 1.02- *-)(4- Ct73-ILt2a: 1 la Z?R 5. PLAT BOOK 3 6. PAGE NO. 7. BLOCK NO. 8. LOT NO. 9. PARCEL SIZE A�/SQ FT.):y o �� LOT DIMENSIONS: 94J `l0$ . 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: T-- ar-otAm. — SW1rn n1*nfA -Oml uxfk Cr&vj 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: u 9 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [t NEW CONSTRUCTION [ ] EXPANSION/ADDITION [I INTERIOR RENOVATION 6eRESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: 11acceabt] o 14 16. SQ. FT OF CONSTRUCTION: o 7 Srq� 15 SF. FT 1 st FLO R: VALUE OF CONSTRUCTION: $ 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 of Commencement must be submitted with this application. SLCCDV Form No.: 061-02 OWNER INFORMA NAME: I u// 1 . AAIIL-L(vV 'chpI \./MCA. M0 CJL 11 11.E 1— ADDRESS: tri D6 I V a M �N A CITY: tr1r-� STATE: l ' ZIP: 34 l- Yq PHONE (DAYTIME): ( i) � �� � cid i i 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: STATE: ZIP: PHONE (DAYTIME): ( ) CONTRACTOR INFORMATION ST. of FL REG.CERT #: C-T)C- V��� O� f ST. LUCIE COUNTY CERT #: BUSINESS NAME: �I� QUALIFIERS NAME: ADDRESS: CITY: � 14r, 1.6,4f <-0 r 1, c `+� STATE: � ZIP: ��� PHONE (DAYTIME): (b�) ?3��(_.d FAX NO. ?5� 79`t �'i Email: h-01i1U =1'Q7,e .(v CITY: UI t6W-ty STATE: f 0 • ZIP: J � PHONE (DAYTIME): (16n)S" BONDING COMPANY: ADDRESS: CITY: MORTGAGE LENDER: ADDRESS: CITY: STATE: ZIP: STATE: ZIP: 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. ST. LUCIE COUNTY BO.A" OF COUNTY CO1ViLliviISSIONERS 2300 r%ERMIA AVENUE, FT. PrERCE, FL 349IM PERt'YIM Residential Swimming Pools, Spa, and Hot Tub Safety Act AFFIDAVIT OF REQUIREMENT COMPLIANCE 1(We) acknowledge. that a new swimming pool, spa, or hot tub will be eorn5tructed or installed at ML 41 AL - and hereby affirm that one of the following methods will be (Plea5aPrint So* Address) used to meet the requirements of Chapter 515, Florida Statutes. (please initial the method(s) used for Xrour pool). t� The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements or Florida Statute 515 29; The pool will be equipped with an approved safety pool cover that complies with ASTNI F1346-91 (Standard Performance Specifications for Safety Covers for Swimming Pools, Spas, and Hot Tubs); 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 85 decibels at 10 fear, All doors providing direct access from the home to the pool will be equipped with self closing, self-laichin.- devices with release mechanisms place no lower than 54" 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, >+.S., and will be consid- ered as committing a misdemeanor of the second degree, punishable by fines up to S500.00 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 maintenance of such safety device- CONMACTOR'S SIGNATURE r ATII ,,LQtiJei�F; JENNIFER K. GIBSON :,: .: MY COMMISSION It DD 884317 • P EXPIRES: August 26, 2013 otary Public Underwriters OTA Y PUBLIC,_STA AS TO CONTIL4CTOk PERSONALLY KNOWN X: PRODUCEDID TYPE ?4.1*w O.uc 11115b0I x/= a10Oq O S SIGNATURE KENNISH L. G-REGORY MY COMMISSION # DD 848623 EXPIRES: January 4, 2013 160d hru Notdiy Public Underwriters AR AS TO OW'NERL// / PERSONALLY KNOWN (/ PRODUCEDID TYPE_ THIS FORM NItlST BE SCB%1MED WITH ALL r00LaPAJ1i0T TL'8 PER41tT APPLICATIO\S. 10 39dd M 3Iom 1S BLSIZ90ZLL LEST 60OZ/Ol/Tl LOa*d 8L5 V91MLL tp£:s t 60OZIO ll l l awlifele0 Xa St. Lucie County Building & Zoning 2300 Virginia Ave ' Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Holland Pools will be using the following sub -contractors for the (Company/Individual Name) project located at 6520 N HWY-AlA (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 Professional Electrical Services/Brian Miller- EC13001686 Plumbing Holland Pools/ E., Michael Holland CPC 056809 HVAC/ Mechanical Roofing Gas T1TTlYT TTLYT A vrril,r. U►OJV V114L1: PERMIT ISSUE DATE: NUMBER: ST. LUCIE COUNTY PUBLIC WORKS BUILDING & ZONING DEPARTMENT P .�I BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (if applicable): EC 13001686 .Professional Electrical/ Brian Miller have agreed to be the . (Company Name/Individual Name) Electrical sub -contractor for .Holland Pools (Type of Trade) for the project located at 6520 N HWY-AIA (Primary Contractor) (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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED on OIL_ Brian Miller 12/29/2009 SIGNATURE PRINT NAME DATE Business Name: Professional Electrical Services Address: 735 Enterprise Rd City/state/zip: Debary, F132713 Phone: 386-668-4222 email: OFFICE USE ONLY: PERMIT * ISSUE DATE ST. LUCIE COUNTY PUBLIC WORKS 1 BUILDING & ZONING DEPARTMENT try. BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): cyC_ ©Sw�®ci c lc�©e\ \:�M%e�x\C9 have agreed to be the (Company Name/Individual Name) sub -contractor for _,p A coNS (Type of Trade) (Primary Contractor) �— for the project located at (O_ s.�;Ip ) . V" 5��\`( N (Project Street Address or Property I #) 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 personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED c-, �Cwl, 6DQ 1P kV31,1&W\8 SIGNATURE PRINT NAME DATE Business Name: \fin\.\��� Pnc�\5 Address: City/State/Zip: Phone: OFFICE USE ONLY: PERMIT # ISSUE DATE �JL,� COGy ST. LUCIE COUNTY BUILDING & ZONING .r ' F�0" 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 462-1553 FILLED LANDS AFFIDAVIT 1, the undersigned, am the owner of the following described property_ 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. rc�q�cY Cx Property Owner Name P y Owner Signature Date STATE OF FLORIDA, COUNTY OFl��nrl�� ACKNOWLEDGED BEFORE ME THIS as DAY OF JC%f) .20 NQ NOTARY PUBLIC TITLE IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED IENTIFICATION. .014111", JENNIFER K. GIBSON _MY COMMISSION # DD 884317 EXPIRES: August26,2013 ,;Q$i2 f�F8190Th49P �: (SEAL) COMMISSION NUMBER 1�93, Arq�44,qr F;!-a Edit View Bookmarks Toots %%Indow Help 0 q FO.70 Highlighter Qh 10 [0],0, i O(D El 0 A x-Y th. f It, Basemap Markers ii Layers 2 Basemap Markers -J R County Boundary CD El overlay Zones RI EI Sections 0 0 Historic Structur s i 9 Address Master i CPUB CPU B A.. 0- 0 Misc: Addresses [I Hydrology Names [ID EI Road ROW Dimensioii 111 9) 0 Lot Li as if EI Block Numbers Anno I C-,- RI Lot Number Anno al El Parcel Dimension Ax T El Managed Care Facifit! CJ El Row 0. El Major Roads 2J Streets A rE RI Historic Sites 34949, 0. [1 Hydrology RU R3 0 Annexations Ft Pierce W. 9 Parcels Flood Zones Petitions ;� 0 Airport Runway Parks &Preserves 1.mj 0 Site Plans 2 Future Land Use 2 zoning El %%rndzones 0 Mobile Home Parks Ili El Subdivisions Fj E] Solid WastE Service o HIRD. RU &J R Major Hydrology uV 3 El Utlity Service Areas Zip codes Munidpalibes 01 El Aerials 2009 I'D 7011C LRY �FtrW� Finds fLatures, PlaCES and addresses on the map 1876594.92 1170633.87Feet '.,.'.&� dnesday, Jan 20,2010 09:06 AM 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, HEATERS, 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 R"ROVERENTS 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 COhRMIENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TiTLi, AND INTEREST THAT IS SUBJECT TO ATTACHA ENT: 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. OWNER OR CTOR SIGNATURE STATE OF FLORIDA J _ COUNTY OF �/ rCA The foregoing instrumentacknowledged acnowledged before me this day off OCC 2009 , by YaS0l V CUC nAul IW CONTRACTOR SIGNATURE STATE OF FLORA COUNTY OF The foregoing instrument was acknowledged before me this - W day of by 200 _ who personally Wwn _ or has produced who is lifiersonall ,awn or has produced identification. Sioturjof N Py% KENNETH L. GREGORY =* MY COMMISSION # DD 848623 Commission N EXPIRES: J�, 2013 on Thru Note u nderw niters as identification. XENNO L.GREGORY •� tY�'1• # DD 848%�eal ^••` y EXPIRE January 4, 2013 -r'„pF NBC Bonded Thru Notary Public Underwriters NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBBUILDER, 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 perndt checklist. OFFICE USE ONLY BP #: / 0-0 l • 1-7 ,)- SECTION d TOWNSHIP Lf RANGE D MAP NO. ZONING l {Q P LAND USE n K. 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 LOT OF REC LOT SPLIT LOT SPLIT Before 1/1990 After 1/1990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE 2 (�1 _ AREA FEE FEE ! (RADON) LIBRARY PUBLIC BLD PUBIC BLD PARKS IMPACT IMPACT FEE IMPACT IMPACT FEE CORRECTION FEE FEE AL SCHOOL ROAD CREDIT Y N LAW ENF IMPACT IMPACT IMPACT FEE FEE FEE FIREIEMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC GAS LOT OF RECORD FEES REQUIRED PLUMBING _L/ FEES DATE SENT TO ADDRESSING: REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED j I DATE COMPLETED " ]_ I INITIALS 1 Josps E. SMITH' C" Ir THE CIRCUIT' COURT — SAINT LUCIE C"': l PILE # 3443540 OR BOOK 3172 PAGE 2366, ReCorded 02/18/2010 at 021.01 PX �totl lL RrJs F MEW •khe unJeeslBned hamby BF•m naita dirt 6�revagene wM'M m oof«n and pmpof y. and In enomdmw whh Ck" 70, Plod& at,b-t- tM lbuevlq inSafm+lten layeovlded (oUro Nwtoeatoapgmeaemoet LDIt,4CR1Pfi0N0�ei"•^ ,•� e« ta.-M.meaaddfeeea)TARf80IiONlAMBKAh ���i `1 r'�1�7� LugalpelDasadptlon � MMD'=dN-- 3 34 /0 0IDD FT OR N 000 PT OF OOV LOT 4 VC1 B OF AM (I'M AC.)(OR M1422, BY2.270M 2 GMaALD1sbCRfritfOlY0F11bdrnOP 9.OWN>dR kTIONf s.Ns � b•Add abvennlopropeny .rL d NemeandsdMaorfmnlNpled ider(Irod>grdexnr a. O R'SNAhlF,AANDPSONE Custom Scrt'!en IffAn ' 4881 Distribution Ct. s.sus$TrsNAbsl;,ANaIPSONENI�ID1ArtD !m otiNr: Odd do, Ft 32822 a Y.sNbzil's NAM%Anlal MAM ra M NVMUM 7. Pone atthta the sma alFfodds flMipmd by O�•ua•apmt whmgxdmarofhm doowamte mV' be twdd ®r pmyldsd by Swdau713.13 pxx)7., Fltdds 9uouioe & In addidoo m hLnlHf GYRtifeV.da.aee asl�e5u tb Rtlnrinaa rtodw w cdfyerda3lene� s Nodes sa PraVlded to Beedoe 7L7.13 (l)(b),XWs8waaee NAaac;,AlpDta:�l nNDP80NRMUld10lf 9. ii�Lstlon dalecraodm olooffmneament (Nea�lwbn dsfob t yfa,rfmm Ihodab aSf000fdtoa wnla�tl+dlmpeM d.m b epadfied) —20 _ sivAuns arm Owpa'm Aglbmbod Oflfo�101 re�MntlnetlMtnape 3aeaof8laTda Couesyat. The d�po(ng tnnaamme ahr selmaw(alpa hoAno FY(ae Name and pmr&slzlmm'2=d021(es OWnr, 6Naf04 awuw. womy �1 IL(8E3D( fafefeeLlVY oaowta4l PbAroaR{(71CaeM'A_.orjaVd000d droA�rhg 4paaRuu� 1 M1'CQ!RA16g�81y0pQNy�fp�tODatill7 9ut�d1'ledA�WpTaH'CUAd01pHIIW � - Undo panatder al pe dw, (dwlme tha l hew red tba rmpbw sod do da flue to Lim tmo w dro 6oK vR aC AaowkdBe m d baltar(naslon B2,M Flarlds3amEm)• slop amwar orOwbffM'Auflobsd*bum .L,4, 1 $7 fmr• u i ' STATE OF FLORIDA ST.. LUCIE COUNTY ,rmt%io,rA Atl3TItV'rUhTTLIIC IC A Z00tZ00'd V0119 0£B LO( MI) sedS pus SIOOd PUB1101-1 L£:OL OLOZISLIZO HOLLAND FOOLS AND SPAS 1090 Kensington Park Dr. Altamonte Springs, Plorfda, 3271.4 407-830.5327 ex 115 A07-637-8657 fax JENNIFER 010SOM P'90WIMNG FAX ��.,o,.._,,,—r—_�..•.,..,,_.P,.—�...,.,a..,.,�•—�®,..m.•,� _„r;'•cr �. •. :` •�"syler�.i.__...... ...m, , ..+,fir•.;.:, ,r. r,�' a � r �, �. ' � k;•.; y' 1�,`{t ���.yw�jy)�(�\ •' ,; ` r.:,., f,��,'�q�•.t ;�'.,,; ;a.�hritfs�r,°'�3F;1 I f?__. A..d.`e� `.�r..l+..`.� . •. , ��6:- ��r+.Cii.��` z+`_T `'.5. t Fax. Pages: ,..,., Phone' �..,....__.-., .�..._.,...-._.�.,��.,��..,_ Cato^ Commenfs. I V to rr.l%r% : \ 'S Lc- \ a C)\ — O d- ZOOi L00'd VOIr9 0£B EOi+{M SedS pue S100d puellOH 0£:0 L 0 LOZ16 LIZO UNIVERSAL Field Report of IN -PLACE DENSITY TESTS Type of Test: ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Construction Materials Testing a Threshold Inspection Client: /J/ /e?/ d Project: Area Tested: Depth of Fill: /0V/ - 0179 Reference Datum: . 0 ❑'Top „of, ❑ Bottom ❑ Springline ❑ ASTM D-2397 Drive Cylinder Method ❑ ASTM D-2922 Nuclear Method Field ❑ ASTM D-1556 Sand Cone Method ❑ ASTM D-558 Soil Cement Field Procl ❑ OTHER t Left on Site: ® Y ss — If Yes, to Whom: No — If No, Why Not: ration Resistance ❑ Yes ❑ Satisfactory El N/A J NOT meet the minimum % rks: Staked ,J Project No: YES ❑ Fill ❑ Limerock ❑ NO ❑ Backfill ❑ Crushed Coquina ❑ Native ❑ Stabilization ❑ Base Course ❑ Mean Sea Level ❑ Pipe El Storm Inlet Structure Native ❑ Footing Final Grade ❑ Sanitary Structure ❑ Stabilization ®-- ❑ ASTM D-1557 ❑ ASTM D-698 ❑ AASHTO T180 y❑ AASHTOT99 � ❑ OTHER ❑ Unsatisfactory Date Tested: :3— /c�::) ST LOCATION TEST TEST, FIELD DRY,z FIELD % RESULTS OF ELEV. THICKNESS MDD/OM* DENSITY MOISTURE COMPACTION TEST (ft.) (in.) (PCF) % 4t q , C/ / 9&/ CP/F 9 9' . & 9' % 9 % %, F / !a Pl F P/F P/F P/F q P/F . Cp raft P/F 'IWF y Density/Optimum Moisture '<v 1 of FIELD DENSITY REPORT PROJECT-. .-. !t1c$h \ x���� fir �� � ti aszo tom-,. �\. �� . �� �s� DATE: PROJECT # CLIENT: WEATHER: l �Yi"� I, �d� fed add e r` CONTACT. APRR✓IVAL- V � TIIti1E' 1 i�_ > DEPARTURE TIME: ON SITE TIME: r), 5D TRAVEL TIME: LAB TIME: 'EQUIPMENT CHARGE: TRAVEL CHARGE: MILEAGE: SCOPE OF FIELD WORK c~se rYtt Va�'sfl--^ As requested, a Universal EngineerinSciences Technician was present at the above referenced location for the purpose of Earthwork Monitoring / Tee stino J r the l �� �Ao M� a ,- While on site, the technician observed the general condition of the area(s) to be tested and performed soil density test(s). All tests were performed in accordance with the (n clear gauge / drive sleeve / sand cone) method and were found to meet the project compaction requirements of __ % of the maximum dry density, per ASTcM (D15 / D698) (with the exception of test number(s) d ,,i that -failed to meet the project compactionNrequirements due to - UES TIME: The Contractor was notified of the test results (and / or) a copy was left for # TESTS TAKEN: their records. STANDBY TIME: TECHNICIANT-7.1C?s..4.,, __-_ UNIVERSAL CONTACT: it ENGINEERING SCIENCES Consultants Ir.: Geotechnical Engineering Environmental Sciences • Construction Materials Testing V, H O M ETEAM PEST DEFENSE' TREATMENT WORKORDER ❑ Termite Baiting System wrrubes-under-the slab � Treat Only ❑ Tubes -under -the slab and Treat ❑ Bora-Care DATE CALLED IN: �'� DATE OF SCHEDULE: TIME CALLED IN: TIME SCHEDULE: JOB NAIVE: IAc,I 1(j- SUBDIVISION: JOB ADDRESS: { `/ ( f 1 e BILLING NAME: BILLING PHONE: BILLING ADDRESS: CALLED IN BY: PHONE: PERMIT NUMBER: LOT & MODEL NUMBER: DATE & TIME COMPLETED: SQUARE FOOT: LINEAR FOOT: BLOCKV01EI : SLAB TYPE: TYPE OF FILL: APPROX. DEPTH OF FOOTING: Outside: Inside: f ❑ Addition ❑ Spot Treat �_El�Pool Addition ❑ Driveway l ❑ Final/Completion ❑ Other ' �, PESTICIDE USED: } \f� `1,� x ~� TOTAL APPLIED: �4' I PERCENT (%) USED: t' ' STICKER POSTED: X X TECHNICIAN: I hereby admowledge the satisfactory ccmplebon of the above described work. GT 23 1 TCI 12105 HUMETEAM PEST DEFEN-SE® L"T, TREATMENT WORKORDER 0 Termite Baiting System w/Tubes-under-the slab , Treat Only 0 Tubes -under -the slab and Treat 0 Bora-Care gL L)/ DATE CALLED IN: DATE OF SCHEDULE: TIME CALLED IN: TIME SCHEDULE: JOB NAME: SUBDIVISION: i, (Y JOB ADDRESS: 1 0, f 4 �- BILLING NAME: BILLING PHONE: BILLING ADDRESS: CALLED IN BY: PHONE: PERMIT NUMBER. 7 LOT & MODEL NUMBER: DATE& TIME COMPLETED: SQUARE FOOT: LINEAR FOOT: BLOCK -VOIDS: SLAB TYPE: TYPE OF FILL: APPROX. DEPTH OF FOOTING: Outside: Inside: • Addition 0 Spot Treat -14Pool Addition 0 Driveway • Final/Completion 0 Other PESTICIDE USED: EST TOTAL APPLIED: PERCENT (%) USED: 'STICKER POSTED - PRICE PER SQ. FT. = TOTAL FOR P.T. ADDITIONAL TAX: - TOTALAMOUNT 1$ X X TECHNICIAN:: I hereby acknowledge the saftfactery completion of the above described work. GT 23 / TCI 12/05 GALLONS = 10165 TURNOVER RATE HRS. = 6 = GPM NEEDED WATER FEATURE /SPA REQR'D = GPM NEEDED TOTAL GPM NEEDED BEFORE PROCEEDING - SEE PIPE SIZING TABLE (PAGE2) TO USE THE CORRECT 29.00 51 rW PIPE AND FITTING SIZE IN RELATIONSHIP TO THE VELOCITY AND GPM NEEDED SUCTION SIDE VELOCITY RETURN SIDE VELOCITY -o-1;0 QTY CITY STATIC LIFT 1.5 1.5 1" 0 a: t I 0 1 1/2" 0 a. 0 • ""� 0 0 ,'';i' FLEX PIPE IS 40% 2" 30 `-• 3 - . 65 'S 10 4 • MORE RESTRICTI% 2 1/2" 3 .I 01T 1 0 0 THAN RIGID PIPE PIPE 3" 0 ,= 0 1 0 0,"(SEE PAGE 2) 4" 0 0 0 0 , 6" 0 I -0, J 0 0. 8" 0 d 0: ! 0 0 ... 1" 0 X 2.5 = l:° -0a; .' '`I 0 X 2.5 = S�j1 1/2" 0 X 4.0 (;_° 0 I 0 X 4.0 = 2" 4 X 5.7 = V _2.28. _ 3 12 X 5.7 = 2 1/2" 0 X 6.9 = &_ : 0'° 71 0 X 6.9 = 3" 0 X7.9= # 0- 0 X7.9= 90 DEG ELL 4" 0 X 11.4 = 1'-'` `..0 ` :..j 0 X 11.4 = 6" 0 X 16.7 0 '; 9 0 X 16.7 8" 0 X21.0 0 X21.0 - 1" 0 X 6.0 = I:'.;.. ,.0,-` $ 0 X 6.0 = 1/2" 0 X 8.4 = I 0 `.� 0 X 8.4 = 2' 0 X 12.0 = `_ 0 1 2 X 12.0 = -EEO1 2 1/2" 1 X 14.7 = 1-.323 ,_ d 0 X 14.7 = 3" 0 X16.4 =1. 0- 1 0 X16.4 = TEE 4" 0 X 22.0 = {: " .: 0' ; j 0 X 22.0 = 6" 0 X 32.7 = ! . " 0' ( 0 X 32.7 = 8" 0 X 49.0 1 0 1 0 X 49.0 1" 0 X 1.4 = 0 X 1.4 = - - --- ----- 1 1/2"-- - -0- X 2.1 0,,= `" -- -0 - X21-= 2" _ 0 X 2.6 = ,;0 ' - S 0 X 2.6 = 2 1/2" 0 X 3.1 = _ . "+ 0 , - 0 X 3.1 = 3" 0 X 4.0 = [` 0:,---{ 0 X 4.0 = 45 DEG ELL 4" 0 X 5.1 = 1. _ 0_ ° -1 0 X 5.1 = 6" 0 X 8.0= I 0' :_'1 0 x8.0 V. 0 X10.6 f., .0- 1 0 X10.6 TDH FOR PIPE AND FITTING -► 9.273 ► 34.784 TDH FOR PIPE,FITTING PLUS LIFT Po 10.773 PIPE AND FITTING TDH -► 34.784 SKIMMER 2" 0 X 3.0 = 0 FILTER 3.927 MAIN DRAIN` 2 X 1.5 = 3 HEATER LOST FROM DATA SHEET 19.635 3-WAY VALVE 1 1/2" EACH 0 0 3-WAY VALVE 1 1/2" 0 0 3-WAY VALVE 2" EACH 2 2.4 3-WAY VALVE 2" 5 9.6 3-WAY VALVE 2.5" EACH 0 0 3-WAY VALVE 2.5" 0 0 3-WAY VALVE 3" EACH 0 0 3-WAY VALVE 3" 0 0 3-WAY VALVE 4" EACH 0 0 3-WAY VALVE 4" 0 0 3-WAY VALVE 6" EACH 0 0 3-WAY VALVE 6" 0 0 3-WAY VALVE 8" EACH 0 0 3-WAY VALVE 8" 0 0 SUCTION CLEANER' NO X 9.0 = 0 SALT GENERATOR 2.2000 (*SEE NOTE PAGE 3) YES OR NO (YES OR NO) EXIT LOSS 3.12 (SEE TABLE PAGE 2) TDH SUCTION SIDE 1.4 TDH DISCHARGE SIDE 6_4 TDH FOR COMPLETE POOL =-. 78 '' TOTAL GPM NEEDED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPIAGAS6E CODES. TE 00113 G7 H LLICHL4R ft TDH Fof GPMPM H2O r"te 0.2 0.5 60 80_ 2.2. 2. -----Ord ginal Idessage---- From; MacCallum, David Sent: March 24, 2009 8;00 AM To; Caballero, James; Dunn, Dennis Subject: RE: IntelliChlor Head Loss I do not. We have been trying to obtain this from the supplier but they don't have it. We recently sent a cell to Sanford to have them run some tests to obtain this info so we should have it•shortly. Just curious, Who is asking for this info? Thanks, David From- Caballero, James Sent; Tuesday, March.24, 2009 8:20 AM To; MacCollum, David Subject:• IntelliChlor Eead Loss David Do you have the head loss for the_IC20 and do? Thanks James A Caballero Technical Service Reoresentative. Pentair Water Pool & Spa 1618 Hawkins Avenue Sanford NC 27330 Ph 919-566-8097 . Fax 866-451-1099 Toll Free 800-831-7133 jaMes,caballero@pentair,com 9A 9999-669 LOB J91eM alelUed d90:00 60 l l Auld SECTION IV. TECHNICAL DATA A, Filler Pressure Loss Chart, Filter Pressure Loss 11 It 11 O it N UI 11C IL p1 HO IA�R•1. 1"T I tY ` fi r C, Replacement Parts. B. Flow Rate Table. '90001i-1ip-7 Residential Commercial Maximum Cartridge Maxlmdm Cartridge Flow Rates Flow Rates Product # sq. ft. GPM GP" 6 hour 8 hour GPM GPH 9 hour 9 hoUr 160314 SD 50 , 3.000 18,000 24,000 19 1,140 0,840 0.00 160315 • 75 75 4,500 27,000 36.000 28 1.680 .10,080 13.440 160310 100 100 6.000 36,D00 48.000 38 ' 2,280 13,880 16,240 160317 150 150 8,000 54,000 72,000 561 3,300 1 20.160 26,886 160318 200 150 8,000 54,000 72,000• 75 4.500 21,000 36,000 (1) Recommended flow rate for residential is .5 GPM per sq. fL (2) Commercial flow rate is a maximum of.375 GPM per sq. ft. of filter area. NOTE: Actual system flow will depend on plumbing size and other system components. ' Item Part Number Description 1 ' 98209800 High Flow manual air relief valve 2 53003201 Pressure Gauge 3 176553 Lid, 50, 100 sq. ft. filter 4 178561 Lid, 75,150. 200 sq. ft. filter 5 59052901 Locking Ring 6 87300406 Body 0-ring 7 59016200 Air Bleed Sock Kit 8 69053500 Center Core, 50 sq. ft. filter 9 59053600 Center Core, 75 sq. ft. filler 10 59053700 Center Core, 100 sq. ft. filter 11 59053800 Center Core, 150, 200 sq. ft. filter 12 69054000 _Cartridge Element, 50 sq.-R.-filler 13 59054100 Cartridge Element, 75 sq. ft. filter 14 59054200 Cartridge Element, 100 sq. ft. filter 15 59054300 Cartridge Element, 150 sq. ft. filter 16 59054400 Cartridge Element, 200 sq. 4. filter 17 178562 Bottom, 50 sq. ft. filter 18 178554 Bottom, 75 sq. ft. filter 19 178563 Bottom, 100 sq. ft. filter 20 178560 Bottom, 150, 200 sq. ft. filter 21 86202000 Drain Cap Assy. 22 51005000 Drain Cap Gasket 23 39104500 Union Nut "C" Clip 24 98212200 Union Nut 25 39102800 Union 0-ring 26 79304600 Body, Swivel IEitl•�Il�tltl♦� ► � 0 101 /819110111- - _12,13,14,15,16 17, 18, 19, 20 - 21, 22 Technical Information ,;2, oc� 110 MMUltraTemp MMMWOMMM: ThermlalFlo HP 700 alRo HP 900, MMMF/ A4MMM B. Pump Curves 140 ic 120 W 4J 100- c4 = go- c,� 40 Q O ZO a s 0 200CV3u ) ■eeeeeee■ JeeeeeeMMM , _ RPM :e_MFjeee■ NaRr3.150 r�1 S ®r", ■eee►r►eee►eee ■eeeesl\\ �e\\� ■eee■ MIN'1e► ■ MENEM■eee■ Mee •i �MENEM �MENEM ~ 0 20 40 60 to 100 120 140 160 FLOW RATE IN GPM Singh. -Speed d Models nf ■eeeeeee■ wh1.4i*tP16.. ■eeeee■e■ ■eeeeeee■ ■eeeeeee■ ' ■e■�� �weeeeeeee ■eeeeee�.eee■ ■eeeeeee��►�eee■ 'eeeeeeeeee�o�ee■ ■eeeeeeeeee►��e■ NEON eee■e► . �_ ■eee.�. _•■ ■ ■■ ■■ 0 20 40 so b0 100 120 140 1611 FLOW RATE. IN GPM Dual Speed Models SAVE THESE INSTRUCTIONS. PN:ISDUALSWO keVlli C W.HA A Hayward Industries, Inc. Company Owners Manua OWNER'S MANUAL ` r INSTALLATION, OPERATION, & PARTS DUAL SUBMERGED SUCTION OUTLET SET [Commonly called main drains] �,4;.LrJ>'sa� 77 a V�, f�l.f:i:! cc \• �_} i d,, .$asic safety precautions should always be followed, including the following: Failure to follow instructions can cause severe injury and/or death. . r ' AThis is the safety -alert symbol. When you see this symbol on your equipment oi• in this manual, look for one of the following signal words and be alert to the potential for personal injury. AWARNING warns about hazards that could cause serious personal injury, death or major property damage, and if ignored presents a potential hazard. f . ACAUTION warns about hazards that will or can cause minor or moderate personal injury and/or property damage _ and if ignored presents a potential hazard. It can also make consumers aware of actions that are unpredictable and unsafe. The NOTICE label indicates special instructions that are important but not related to hazards. A -.WARNING - Read and follow all instructions in this ` ownerI's manual and on the equipment. Failure to follow ®� instructions can cause severe injury and/or death. IMPORTANT SAFETY INSTRUCTIONS .. ,e . ,► •,,i•Pool Products ® A Hayward Industries, Inc. Company USE ONLY HAYWARD GENUINE REP 1 www.haywardpoof.b" `:: 4kt 8 DUAL SUCTI.ON OUTLET SET ' ISDUALSWG 0_b. RECOMMENDED SYSTEM SP-tCIFICATIONS: ' ACCEPTABLE PIPE SIZE FOR MAXIMUM RECOMMENDED SYSTEM FLOW RATE PER APSP-7 (6 FT/SEC SIN THE BRANCH LINE) Pipe Size Flow rate Pipe Size Flow rate [Timm] GPM [mrim] GPM [Liter/Min] [Liter/Min] 1t W9 40 2 W1 90 t501 [1501 [751 [3401 2" 63 [631 [2401 Chart 1 3" 138 [90] [5221 Flow.Js Pressurd drop WGX 1048E Suction Outlet Covers are rated for Floor Only at 125 GPM FIG 1 Note: 1„ NB = 1.i 3 Fe pl Head WGIG48EW Suction Outlet Covers are rated for Wall or Floor at 72 GPM In the event of one suction outlet being blocked, the remaining suction outlets serving that system shall -have a • flow rating capable of the full flow of the pump(s) for the specific suction system. Example: In the System shown in Diagram 1, two (2) "Floor Only" suction outlet covers are selected and mounted. These covers are individually rated for 125 GPM. For a desired flow rate through the pump of 100 GPM, a minimum' pipe size from the Chart 1 is selected at 3". At the desired flow of 100 GPM one cover could be partially blocked and the other suction outlet flow would be below the rated 125 GPM of the "Floor" mounted suction outlet covet. • Since there are two outlets flowing in normal• operation, and the allowable velocity in the,interconnecting piping is only aft/sec, the same pipe size is required in the interconnecting piping. , Example: In the System shown in Diagram 2, one (1) "Floor Only" suction outlet cover, rated at 125 GPM, and odd (1).,""Wall or Floor" suction 'outlet•cover, rated at 72 GPM are selected and mounted. For a desired flow rate through the pump of 50 GPM, a minimum pipe size from the Chart leis selected at 2". At the desired flow of 50 GPN4 eithei ' t cover could be totally blocked and the other suction outlet flow would be -below the rated 72 GPM of the wall mounted suction outlet,cover. Note: -Plow may be limit6d by entrapping force in dual suction systems. Minimum distance 3 feet (Pipe Centerlines) Floor Outlets, Total system rated flow 125 GPM ti Interconnecting Piping , . pk� System Branch piping Diagram 1 Dual Outlets 00iffexeilt Planes (Elevation or Plan View) Wall 72 GPM rated Total System rated flow 72 GPM Interconnecting piping ... System branch piping 125 GPM Rated .............. �......... Floor Diagram 2 r W-,HAYWA-wsDPooiP*roducts www.haywardpool.00.K A Harvard Industries, Inc, company 3 C , I 1 jf{ Y jj .. ' � 1, rf l { ; _ lj', , IS S mow... ,.. `R'"�!��•. 1090 Kensington Park Drive Altamonte Springs, FL 32714 Phone (407) 830-5327 Fax'(407) 830-6404 Service Call Priority: N/A Date Called In: 12/29/2009 Scheduled On: 12/29/2009 Job #: 20091176 Subdivision: Oregon Trace Called In By: HOMEOWNER Warranty Start Date: 9/29/2009 Lot #:51 Owner: Monica Register Owner Address: 1159 Lebanon Ct Sanford, 32771 Lot Address: 1159 Lebanon Ct Sanford, 32771 Contacts: H: 407-330-3075 C: 407-620-2179 Management Company: N/A Service Type: Interior Finish Billable: No Problem: HOMEOWNER STILL HAS STAINS ON INTERIOR HE IS FRUSTRATED. PLEASE GO OUT AGAIN AND SEE WHAT IS GOING ONII THANK YOUI Assigned To: All Phase Pool Remodeling Ticket Status: Not Started Date Completed: Signature: You have 48 hours to complete this service, and/or provide a scheduled appointment date to our office. If work is not completed in a timely manner, another Trade will be assigned this service and you will receive a backcharge. You must submit a copy of the completed work order to Holland Pools Warranty Department via fax at 407-830-6404 within 24 hours ° after completion of the work. 1 of 1 12/29/2009 1:47 PM 0 As 1090 Kensington Park Drive Altamonte Springs, FL 32714 Phone (407) 830-5327 Fax (407) 830-6404 Service Call Date Called In: 12/29/2009 Scheduled On: Called In By: Greg Scurry Warranty Start Date: 11/27/2009 I . . V Priority: N/A Job #: 2009685 Subdivision: Belmere Lot #: 26 Owner: Sujit Raval Owner Address: 11706 Bella Milano Ct Windermere, 34786 Lot Address: 11706 Bella Milano Ct Windermere, 34786 Contacts: C: 321.297.8514 E: harshapharmd@emait.com C: 407.340.4431 Management Company: N/A Service Type: Salt System Billable: No Problem: Per Greg Scurry, salt system is not getting any power, no light come on. Gate code is 64894 Assigned To: Professional Electrical Services Ticket Status: Not Started Date Completed: Signature: You have 48 hours to complete this service, and/or provide a scheduled appointment date to our office. If work is not completed in a timely manner, another Trade will be assigned this service and you will receive a backcharge. You must submit a copy of the completed work order to Holland Pools Warranty Department via fax at 407-830-6404 within 24 hours after completion of the work. 1 of 1 12/29/2009 1:48 PM 00 (,1. SEASONAL E-876253. 168 A45 WATERNAD83 Ln l 5.6' N tD 7-6-C 4�1 FOUND 3/4" IRON FOUND 5/8" IRON PIPE 3.00 N )p ROD & 4942 CAP .7.5' BUILDING FOUND 5/8 IRONI .15'N SETBACK LINE y 0 ,� FOUND 410 IRON ROD & 4108 CAPFOUND 5/8' IRON ROD & 4I08 CAP +i0.5 +loROD & 3909 CAP +s.8153.97 +I I . I +� +0 + 37 44' a �� �147.72N 89° 18 5I E 1N 89° 18 ' S I " E 0'�`� Fb %, 18,528.32 +16.9 8.8 6- �. 6.5 \ \ Cp + Z 16.60 \ 9.1 \ v c +0• !bND ° .+ 1. � + ACH w fo+ �s A + 14.5+N AR II.I O 8.I + 43 +I;:,.OS - SUBJEC P -I' \ 9. z 6 8.8 0 63 1 7.6 6 + PRO OSED s1 ': r + I I .04 \ 9.31 COASTALE O W + et, + �b 1a n 0 C & s' � 4- W -s cn / I 23 � SEP C d, \ p�� < TRAND � _ �0 25' S�A GRAPE CnCn • DRAINNIIELD '( 8 OASTAL STRAND y y 0 c _ _ _ __ _ -- - 2 AVAi LE 43.31' _ _ a��ro \ A 3� �. Q 4" SEAGRAP y 1 �1 8 5L N COASTAL c, . + G s \ G) 25p 6 n P COASTAL STRAND 28 0 O ry STRAND . + .99/ 5 �,� �A1p-_ ``�*` ', 5 FOUND 3/4" 1 RON, 1 \ 43.34 4n =�8-- i P I' PE 2. 73 0 h ti� d o m o 0. 17.53 ti c 10.4 �, o 0 50 10 6 10"-9- c2i i 6.} + 14.7 + } 7.8. I I :6 << „ + 36 \ .. a �4 1093 6 -�7 io.'3 FOUND 5/8"- .IRON 7.6 152 .30' 1 19 S 89° 18' 51 W 79 . . 17.64 y�\ + 17.3 S.'9° 1,8 ' 51 'W 1 1 2 .07' ROD 8� 3909 CAP FOUND 5/8" IRON I \ OD ZONE VE t 5 ROD & 4108 CAP. 75 BUILDIN FLOOD ZONE \ FLOOD ZONE FLOOD 18.48 FLOOD SETBACK LI AO DEPTH I AO'DEPTH 2 ZONE X \� Z + 4. 18.98 . --1170484.63 cp FOUND;.- �/8� I RON N \ 18.61 \ 2 � cA RODS&>4108 CAP FOUND:I/2" IRON E-876282:733 ADJACENT PROPERTY VACANT NAD83 v' Lr P I PE. 2 .8 3. N STEMWALL a' w i GOVERNMENT LOT 4 �� ����1�7Z FORMBOARD LOCATION p ,4 1 -TOP of BLOCK Alh py A N SECTION 3= 3 4= 4 R ELEV=14.42' NAVD � (15.89' NGVD) �z -TOP OF BOARDS o i ELEV-13.62' NAVDFILE CO : I . ��MO' ►iE�,• (15.09' .NGVD) w '• ;DES_ '' ` COASTAL CONSTRUCTION :IaRSIDEs ao N 12 • ? CONTROL LINE - SEPT:; 1 5 1988 ' -AR - 15' COASTAL CONSTRUCT I 0 ®. o CONTROL LINE - DEC _ ST.LUCIE COUNTY F�L. _ �-- _ -- RECORED I N PLAT ZNG: Sled-rL� ST . CIE E COUNTY FL: er I BOOK 26: PAGE 26A TECH. RECORDED I`N PLAT. Y: BOOK 19. PAGE 8 3 DNR MONUMENT fi 94=77-A38 S 8 . 9°26'42"W 278 66' N - 1 1 70584 . 29 I„a cp W E=876253.168 SEASONAL Z WATER NAD83 7 . I ' �; 5 .6 ' I\ W 7-6-C �' N p 00 FOUND 3/4` IRON FOUND 5/8` IRON PIPE 3.00 N ROD & 4942 CAP 7.5' BUILDING FOUND 5/8" IRON I . 1 5' N SETBACK LINE FOUND 5/8" IRON R ROD & 4108 CAP FOUND 5/8. I.RON ROD & 4108 CAP ° +io.s +10.1 04. 5. -ROD & 3909. CAP +9.8153 .97 +1 1 . 1 +� +� + 37 44' a °. ��Vb ° 1 47. 72 1 ti a� N 89° 1 8 51 "E 1 1 5. >, N 89° 18 51 "E \�.. \�ti °' 0 lb V A. • 18.52 +16.9 8.8 6- 6.5 �0. V 8.32 + ? 16.60 p ° 7,SEAH i1 °+ \ �` F a� � �, i O a.1 + .+1;.os SUBJEC _ PAR J +> \ 9.43 4 . � 3 z + 6 8.8 tJo + O \ 63 17.6 6 + PRO OSED ,\ + 1 1 .04 9 31 SEA�RAPE O W + ,V aA. + + O \IS• I .23 O SEP C & 5`p COASTAL��p4- W � 1 - * '1 a :�� \ TRAND �[► °' 25' S�A GRAPE ��� �` • DRAM IELD 8 `•� s OASTAL STRAND 6 -cc 1600 F + O O \ AVAi LE 43.31` o' 4 9. 29 \ vn �p 0 �Q g A \ O COASTALRAP adn \ 25p BSA . P COASTAL STRAND �� a 2�u' + \ + 28- Q ` -� 8- � c" �, I� STRAND r^ �, 5- 1. 8 + 4 \ c • ) . 99 5- 43.34 o �,�I �- c``�` ', 5- F. 0 U N D 3/ 4' I R O N. \: ti: 17.53 \ Y _ _ 1� - ; PIPE 2 . 73 10.4. �0 �`' °. °. A q h 0 -b 10 ° � 0. 6 6.50 r : Cl•� 9 i E. + 14.7 { + 7.8 . I I .6 + c� 7 + A' �' m 0 m 1 6 6 \ 10 10 6 10 3."� FOUND 5/8" IRON 7.6 1 52 .30' 11 9 S 89° 1_8' 51 W 36. 79 41 .93' 17.64 + 17,3 _ S 89° 1 8' 51 `W I 1 2 .07' . ROD & 3909 CAP \ . FOUND 5/8" 1 RON 7.5' BUILDINGS d FLOOD ZONE \ FLOOD ZONE FLOOD ZONE VE 15 ROD & 4108 CAP 1a.4a FLOOD SETBACK LINE r�,i`/ AO DEPTH I AO DEPTH 2 ZONE X �.,. �'• \ _ c 18:34 Z + 18.98 N- 11.70484 .637 \ N o 18.61 FOUND 5/8" IRON \ Z . . . ROD.& 4108 CAP E-876282.733 ADJACENT PROPERTY VACANT ON � FOUND . 1 /2" IRON NAD83 00 0 PIPE 2.83.N `r u, STEMWALL &- � w G O V E R N M E N T L O T 4 � FORMBOARD LOCATION O .TOP OF BLOCK A S E C T I O N.- 3= 3 4= 40 ELEV-14.42' NAVD , (15.89' NGVD) . .. ran �r n� ♦ nnn - COASTAL CONSTRUCTION ..CONTROL LINE SEPT 15 1088 ..ST.LUC"IE COUNTY. FL. RECORED IN PLAT BOOK 26.. PAGE 26A �+ DNR MONUMENT 94'7.7-A38 S 89' 26.' 42 "W 278 .66 ' SEASONAL HIGH- WATER LINE 7.1' NGVD /5.6' NAVD 7-6-07 ..MEAN HIGH WATER LINE 1.9' NGVD I:47 .72 '�.. , a� V p° 0.4 ' .NAND. 7-6-07 VI 1 p SAND BEACH. oW 1` 0 N W 1 I� 1 �o OD0 1' + 0.00 ' NGVD ro 'o" b' .41.93. )UND 5/8 I R'ON j�COAS<TAL CONSTRUCTION CONTRO,L.LlNE — DEC. 12. 1978'. ;5T LsUC ICE COUNTY. FL RECORDED.'IN PLAT B4OQK 19 , PAGE 8 h { °" = NOTE : THIS PROPERTY LIES WITHIN k A COASTAL BARRIER ZONE "NO FLOOD BE,IAtRII,NG INSURANCE AVA I. LABLE FOR STRUCTURES NEWLY 13Q I LT OR SUBSTANTIALLY. M_PRO.VED` . ON OR AFTER :1 0-0 1 -.83 " . it U 0 Lu ' O L� o Q rill, rrrz-� elf. U V . LL1 U O � � o c Q 0 LL LIJ .. Q � QQf ,W o z 0 m 0 cr_ W rn w N Q M w CL Q D J LL o U Q' � M Q . M 00 M = w C � > G � X a Q Q U-)LL Z � O .. co N Q� U)� 0 N Q ' — N N QL v DRAWN DMJ CHECKED DMJ DATE 7-27-04 SCALE . 1 - 30' JOB NO. 04-150 .SHEET OF I SHEETS FB 314 PGE 21 04- 1 50b_NGVD . GXD 3-34- 0 ■I i nr-ncvr 2. BEARING BASE - THE NORTH LINE OF GOVERNMENT LOT 4 BEARS N 89049'48"E'AND. ALL OTHER .BEARINGS ARE RELATIVE THERETO.. .3. BUILDING SETBACK LINES SHOWN HEREON WERE OBTAINED FROM THE ST. :LUCIE COUNTY PLANNING DEPARTMENT AND SHOULD BE VERIFIED PRIOR.TO BUILDING PLAN PREPARATION.' 4. BENCHMARK - TOP OF IRON ROD'& CARTER CAP AT THE SOUTHWEST CORNER OF LOT 25, KANSAS CITY COLONY - ELEVATION 10.00' NORTH AMERICAN VERTICAL DATUM.(1988) 11.47' NATIONAL GEODETIC VERTICAL DATUM. 1929 ADJUSTMENT. ONSITE BENCHMARK .= .TOP OF PK NAIL IN THE EAST EDGE OF PAVEMENT OF STATE.ROAD AIA ON THE NORTH PROPERTY LINE EXTENDED. ELEVATION..., 16.85' NORTH AMERICAN VERTICAL DATUM. 1988 ADJUSTMENT. 18.32 NATIONAL GEODETIC VERTICAL DATUM. 1929 ADJUSTMENT. 5. PARCEL NUMBER FOR'THIS.PARCEL 1403-130-0004-000-8. 6 SITE TO BE SERVICED BY MUNICIPAL WATER. -DESCRIPTION THE SOUTH 100 FEET OF'THE NORTH 800 FEET OF GOVERNMENT LOT 4. IN SECTION 3. TOWNSHIP 34 SOUTH. RANGE 40 EAST. LYING EAST OF A -I -A: BEING A'PROPERTY WITH PARALLEL NORTH AND SOUTH .. BOUNDARIES 100 FEET APART AND RUNNING FROM THE OCEAN TO THE EASTERLY RIGHT. OF WAY LINE OF.HIGHWAY A -I -A: SAID LAND LYING AND BEING IN ST. LUCIE COUNTY. FLORIDA. -ACCURACY. THE EXPECTED.USE OF THE LAND IS RESIDENTIAL. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS*I FOOT IN,7.500'FEET WHICH WAS MET IN THE CASE OF THIS SURVEY. DATA SOURCES THE DESCRIPTION WAS PROVIDED BY THE CLIENT. NO SEARCH OF THE PUBLIC RECORDS WAS MADE BY THIS OFFICE TO LOCATE THE EXISTENCE OF EASEMENTS OR OTHER RESTRICTIONS NOT PROVIDED BY THE CLIENT OR HIS REPRESENTATIVE. •MEASUREMENT.METHODS ALL EOUIPMENT USED IN PERFORMING THE FIELD WORK ASSOCIATED WITH THIS SURVEY WAS.TESTED AND CALIBRATED. ALL WORK WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION READING DIRECTLY TO A MINIMUM OF 6 SECONDS PER ANGLE WITH A DISTANCE ACCURACY OF I PART IN.5.0.000. ALL DATA WAS RECORDED USING A FIELD DATA COLLECTOR AND CONVENTIONAL FIELD NOTES. THE BOUNDARY WAS PERFORMED BY CREATING A CLOSED GEOMETRIC FIGURE.AND ANY SIDE SHOTS :WERE DONE USING A REDUNDANCY OF MEASUREMENTS: -LIMITATIONS.. PROPERTY -LIES IN FLOOD ZONE "X"..AO DEPTH I. AO DEPTH 2 AND VE 15. PER.MAP .1211100087 F. DATED AUGUST 19. 1991. *BOUNDARY INCONSISTENCIES.. DUAL CORNERS EXIST ON MANY LINES WITHIN THIS GOVERNMENT LOT. SURVEYOR RECOVERED ADDITIONAL,MONUMENTATION WITHIN GOVERNMENT LOT I TO THE NORTH OF GOVERNMENT LOT 4 WHICH -MATCHED CORNERS SET BY CARTER AND ASSOCIATES AND GCY. INC.. A CONCRETE MONUMENT IN THE APPROXIMATE POSITION OF..THE NORTHWEST CORNER OF GOVERNMENT LOT 4 WAS RECOVERED. THIS MONUMENT APPEARED TO HAVE BEEN DISTURBED AND WAS THEREFORE DISREGARDED AND THE MONUMENTATION WHICH AGREED WITH POSITIONS WITHIN BOTH GOVERNMENT LOTS WAS HELD. -APPARENT PHYSICAL U•SE VACANT LAND. -EASEMENTS. NONE PROVIDED. -CERTIFIED TO: -DATE OF SURVEY: JULY 06. 2007 THIS SURVEY IS NOT 'VALID WITHOUT THE_SIGNATURE AND ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. •SURVEYCjZ.•-�AAD MAPPER. 14 RESPONSIBLE CHARGE DAV I D M . 'JOIvF.iw:S = LQR"I DA- L I CENSE NUMBER LS 3909 (SIG MATCH POINT :E EDGE OF PAVEMENT LEGEND: P.O.B.- POINT OF BEGI P.O.C.- POINT OF COMM P.R.M.- PERMANENT REF P.C.P.- PERMANENT CON P.C.- POINT OF CURVAT P.T.- POINT OF TANGEN P.I.- POINT. OF INTERS R%W- RIGHT OF WAY - CENTERLINE ELEV - ELEVATION MEAS - MEASURED B.S.L:-BUILDING SETBA NGVD NATIONAL GEODE VERTICAL DATUN/ NAVD - NORTH AMERICAN VERTICAL DATUM Take 14 to 408 toll E Exit 18b FL 417 toward Airport Exit 26 FL- 528 W toward Airport Exit onto 195 toward Miami Exit 147 FL-60 toward Vero beach Left onto 20th st Right onto 8th ave Left onto 17th st Right onto FL A1A SCALE= 1 /8"=1' 4 20. Nolhal dholds n -'6d l "r Plan-Scale.1/8" Returns:- 3=pool.4:jets-spa — THESE PLANS AND ALL PROPOSED WOR ARE SUBJECT Suctii5n•P,orts: 2`h—g'"ard drains TO ANY CORRECTIONS . kT'r um`r©ver�Ra#e h6lhrs : :% r REQUIRED BY FIELD INSPECTORS THAT I " - = I S ?P',test 35psi.` MAY BE NECESSARY IN ORDER TO . COMPLY WITH ALL APPLICABLE CODES. 6"Riser Color band 6"Riser Spa: 4 jets: STD light: Not raised. 3'UNITE CREW: Tie back wall of spa ight to allow max room for plumber. Ceep wall to exactly 6" T V Lion head 36" Sheer Lion head STD Light STD Light, 1 6'DEEPM Ch co \ Spillway / i 3' DEEP \ 1 STD Light F. _ �►1_ _ l_ Swimout BUILDING DIVISION REVIEWED FOR CO IANCE REVIEWED Y DATE IM i! N -----------t iAn IF -- AL IT --- - N ------ n .�-_-__---__-- ----------- ------ ------------------------- ---------------- Deck drain 4'x3'Door pad Safety fence o o ° �. Top patio to match Existing Covered patio N 32' � N E-,wau`r9n{ °otlet ` Equipment Existing Residence C. ACCESS 1116" CROOK 20091367 SCALE= 1 /8"=1' PLANS AND PERMIT MUST BE KEPT ON JOB OR INSPECTION WILL BE MADE b l-p 4'x3'Door pad SCALE= 1 /8"=1' Poolrngine, Inc.: riollancl Fools and Spas Fool / Spa Spec Sheet Page 1 of 1 4 A K w G CD X X X K A) =.. fi r;' = rr r = P M � CD M � v- C O O Cr ►O -L O N -n h' -7 0 r cc r- 4 '11 r~ ,, �O p� C1f !?f O r3-==rC)re. 00 O O Co -4rr —a ry+O $ ��O_ n �ao0m CL W CL O• a 1 O CO1 0 Job Number: 20091367 Elevation Pool Specifications Set Pool Beam At: -4 IN Set Tile At: -3.5 IN Pool Area: 270 SF Pool Length: 26 LF Pool Width: 12'6 LF Layout / Dig / Steel Pool Perimeter: 78 LF Pool Depths: 3 - TO - 6 Interior Area: 721 SF Dig lr Drop Bobcat Shuttle Trees/Stumps: 1 EA Access: Left Sod Removal: 300 SF Benchmark: Existing Patio Beam: Basket Volume: 10165 Gallons Main Drain: 1 PR Skimmer: 1 EA Decking and Tile Returns: 3 EA Filter: Pentair 150sgft cart Filter Pump: Pentair 2hp Whisperflow Acrylic Deck: 243 SF Acrylic Color: Bombay Color Band: SEE NOTES Paver Pattern: N/A Inline Chlorinator: Intelli Chlor Pool Light: Std 300 Watt #2 Vac Line: Pressure Footer Only: True LF Step Tile Color: AZ606 Cobalt 17 Acrylic Top Lanai: 350 SF Spa Specifications Tile Color #1: AZ606 Cobalt Deco Drains: 32 LF Cantilever: 78 LF Accessories: Spa Light 75 w Spa Area: 32 SF Spa Perimeter: 23 LF 20 6" Raised Beam 4 G' Step Riser Coping Color: pina colada Spa Jets: 4 EA Spa Light: Std 300 Watt 1 EA Dam Wall Thickness: 6 IN Screen and Interior Finish Spa Heater: Pentair TF Heat pump Screen Style: Single Story Dome Screen Color: Bronze Gutter: 32 LF Gutter Size: As Required Interior Finish: Quartz - Standard Blue Quartz Safety Fence: 32 LF Water Features and Options Fla Falls: 'Spout 3'Ft x 6 In Ext Type: Lion Roman'Natural2 Water Features Pump: N/A Screen Walls: 65 LF Screen Roof: 533 SF Screen Height: 9 FT Max Beam: 17 LF Doors: 2 Lanai Insert: 22 LF EFFECTIVEJANUARY Notes 12/16/2009 9:43:56 AM - color band color..Pina colada REQUIR-Cm!9 ALL SWIM 12/8/2009 1:13:54 PM - Piping.... Branch 2.5"....Trunk 2"....Return 2" POOLS TO HAVE —BARF 12/8/2009 1:13:22 PM - NOTE: 2 lion heads and 36" sheer on back wall COVERS F-r- 12/3/2009 4:06:03 PM - Grout shall be Charcoal Gray or Charcoal Black. Available at Tile SuppQR ALARM SYSTEMS, 12/3/2009 4:03:11 PM - Note A/C pad elevation. Pool equip. pads may need similar elevation due to flood zone. 12/3/2009 3:28:29 PM - 36" Sheer Descent 12/3/2009 3:17:24 PM - Access Left. Can leave material on site - out of the way. 1090 Kensington Park Drive Altamonte Springs, FL 32714 Phone (407) 830-5327 Fax (407) 830-6404 Sales Rep: John Salzer I Name: Mark Crook PBPG: , , Lot In A Address: 6520 N HWY-A1A Address: 6520 N HWY-A1A I ILL City: Fort Pierce Zip: 34949 Municipality: Subdivision: NO SUBDIVISION NAME Phones: Office: Termite Bond Company: holland choice Cell: 772-672-4060 Fax: Customers Signature: Date: APPROVED R 424 ING IERS, G DOORS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS h //www. oolen ine.com/S ecifications/V4S ecSheet.as ?iJobID=213 UIRED BY FIELD INSPECTORS THAT ttP� P g P p P • BE NECESSARY IN ORDER TO 12/16/2009 COMPLY WITH ALL APPLICABLE CODES. f- < GENERAL NOTES 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 applied Concrete with a Compressive Strength of 300 psi in 28 days. Concrete Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318. 3. All Pool construction shall comply with Florida Building Code Building 2007 and Florida Building Code Residential 2007, together with 2009 Revisions, ANSI/NSP ' National Standard-5 for Residential Inground Swimming Pools, ANSI/NSP National Standard-3 for Permanently Installed Residential Spas. ANSI/APSP-7 American National Standard for Suction Entrapment Avoidance In Swimming Pools, Wading Pools, Spas, Hot Tubs and Catch Basins and the Latest Adapted National Electric Code (NEC). 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 13 bars at 12" on center in each direction, w/ 15' lap joints in walls and floors up to 6'. Over 6' use #3 bars. at 6" on center in each direction in the areas over 6'. If Concrete is cast against Bare Earth without a Separation Barrier, the minimum cover shall be 3 With a Barrier (Steeltex) between Concrete and Earth, the minimum cover shag be W. 6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be bonded to the Pool 'Reinforcing Steel with 18 AWG Copper Wire. The #8 Copper Wire to be run internally 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,. N within 5-0' Horizontally from Water and 12'-0' Vertically of Maximum Water Level. 8. Equipotential Bonding to be accomplished in accordance with Article 680 of the Latest Adapted National Electrical Code (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 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 shag verify the layout and all dimesions shown prior to construction. 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 to prevent unauthorized entry into the Pool Area. 14. If a water supply is provided, a minimum 3' Atmospheric Break will be provided. 15. All Structural, Filtration and Electrical details outlined in these drawings also relate to Spa Construction. 16. All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for easy access to allow the Heater to be Shut Off without adjusting the Thermostat .settings and to allow restarting without relighting the Pilot Light. 17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must be eliminated. The Owner must consult a Contractor experienced in eliminating Uplift Pressure. 1 MAIN DRAIN LINE 2 SKIMMER LINE E 3 WASTE LINE D 3 4 RETURN UNE 5 PRESSURE CLEANING C LINE (OPTIONAL) A HAIR do LINT STRAINER 5 7B B RECIRCULATION PUMP 4 C FILTER A D IN—UNE CHLORINATOR h FILTER SYSTEM (OPTIONAL) E HEATER (OPTIONAL) LENGTH r6' WATER WATT / LINE TILES POOL `"•` '�' STEPS `� Z POOL Go ,� LIGHT kA DRAIN COVER/GRATE MUST CONFORM TO N THE LATEST EDITION OF ANSI/ASME 112.19.8 POOL STEPS: RISERS: 12' MAX. DUAL.SUCTION OUTLET AND APPROVED GRATE TREAD: 10' MIN. (240 SO. IN. MIN.) WITH 3'-0' OF SEPARATION CENTER LINE TO CENTER LINE OR APPROVED CHANNEL DRAIN POOL SECTION SET POOLSINTO CENTER DEEPESTOF STEEL GRID AT THE LONGITUDINAL 1—#3 BAR CONT. IN. 5- THK WALL (USE 2—#3 BARS CONT. IN 8'x8- BOND BEAMS) �lzoCn MARBLE ' U.L AP"ROVED 120 VAC/30OW POOL PLASTER LIGHT W/ GFI OR 12V/40OW MAX. POOL FINISH r` LIGHT W/ LOW WATER cur —OFF IN U.L . APPROVED GREY PLASTIC FORMING SHELL OR APPROVED EQUAL W/ #8 AWG BOND WIRE PEN N.E.C. STEFITEX (OPTIONAL) 13 BARS 4 12' O.C. EACH WAY POOL STRUCTURAL DETAILS DISTANCE LE VARIES 18" r COPING THAN 1 ON 1 SEE SEAT PLAN � ward r-- THERAPY LINES a co 4. — RETURN .... LINES GUNITE BARS 0 REBOUND ' O.C.E.W. (2) 8.0 ANTI —VORTEX DRAINS SEPARATED BY 3' SPA STRUCTURAL DETAILS 13 BARS 0 12- O.C. EACH WAY -6- WALL - THICKNESS MARBLE — PLASTER FINISH TYPICAL WALL AND FLOOR WITHIN SPILLWAY PER 6x6 GLASS -BLOCK ANGLE OF REPOSE CONTRACTORS POOL MOUNTED IN 2,500 psi INGT PLAN CEMENT (IF SPECIFIED) l� �� WATERLINE TILES -CONCRETE DECK (OPTIONAL) W/ SUP RESISTANT TOPPING ON COMPACTED GROUND W/ ALL ORGANIC MATERAL REMOVED: 4' NOM. THK. W/ FIBER MESH OR 5' NOM. THK. W/ #3 REBARS. 4—� JUNCTION BOX (BY OTHERS) to O0 To TRANSFORMER [�TA SOILS (NO VOIDS) SWIM -OUT DETAIL DECK OVER POUR OR 8 I BRICK COPING 6' OF WATER (BY OTHERS) 2-13 BARS—J CONT. IN t. I LINE 8"X8' BOND TILES W, BEAM 5• I g MIN. Uri' COVER OVER ALL BARS (SEE NOTE 15) ALTERNATE BEAM FINISH DETAIL 'S i%/1i., NEW OR - 1- j13 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 WHICHEVERAS SOONER -----WBnRTHESE Pl. S AND ALL-or,oOr `D WORK POOL FIhM SUB. T To ANY C0?F:>iECT!0NS 'G( REQUIRE FIELD INSPECTORS THAT #3 REBAR 0 121MAY BE N. _SSARY IN ORDER TJ O.C.EW. COMPLYIb . H ALL APPLICABLE CODES, RAISED SPA DETAIL LADDERS ARE TO BE CROSS BRACED PER z rPILA'�' U MANUFACTURERS SPECS S.S. LADDER °OP DECK WATER LEVEL EXPANSION JOINTS AS SUP RESISTANT WEDGE REQUIRED TREAD SURFACE ANCHOR �L ADDITIONAL CONCRETE AS REQUIRED FOR 3" MIN. TO 6' MAX STURDY INSTALLATION BETWEEN TREAD 18 BARE, SOLID, COPPER AND POOL WALL RUBBER CONDUCTOR TO SHELL PER REINFORCING TYPICAL LADDER DETAIL /-18 AWG COPPER WIRE TIME TOSERVICE CLOCK SPST TOGGLE--4 OGGLE .J SWITCH ppISC�, 4---0-JUNCTION 12V POOL BOX TRANS. DECK ALL ELECTRICAL WORK SHALL CONFORM WITH ART. 680 OF THE 3 112 IN X- LATEST ADAPTED NEC. CONDUIT 12V/40OW MAX. POOL UGHT W/ LOW WATER CUT—OFF OR 120 VAC. W/ GFI PER NEC. ELECTRICAL DIAGRAM Drawn By: A R PATTON do Associates, Inc. (407) 977-1892 Specializing in Residential and Commercial Pools, Fountains and Features w 1090 Kensington Park Dr (407) 830-5327 Altamonte Springs FL 32714 CPCO056809 ___ j DEC l�*`-1� RESIDENTIAL SWIMMING POOL i MASTER SPECIFICATION DRAWING a� ST LUCIU 11: OMC6 (4117� z75'- ,Q99-'' Rev 7 — 11 18 09 Fax (407) 275= C01'5 Scale:. None . TURNDOWN NOTES 1. Detail is based on NO surcharge behind .the Turndown and the Ground away from the Turndown is bevel (>4 to 1). Turndown may abut Ribbon Footer and be tied into Footer if Appropriate, with 13 Rebar. 2. Turndown 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 or Shifting. 3. All Reinforcing Steel is to Conform to ASfM 615, Grade 40. 4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of 2.500 PSI. 5. All Construction to Conform to Florida Building Code Building 2007. Florida Building Code Residential 2007, together with 2009 Revisions. 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 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 Plaster will have a f 3 Rebar. tied into the #5 Rebar in the base of the Vertical Pour. B. A Deck Turndown is NOT intended to be a aubstatute 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' Tumdown, 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 should not be used. 10. If a Screen Enclosure is to be installed on top of the Turndown, the Swimming Pool Contractor must Coordinate attachment of the Screen Enclosure to the Turndown with the Screen Contractor. 1. 2. 3. 4. 5. FOOTER NOTES If a Screen Enclosure is to be installed, the Swimming Pool Contractor must Coordinate Construction of any required Footer with the Screen Contractor. 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. Concrete shall have a 28 Day Compressive Strength of 2,500 PSI with Fiber Mesh or 6x6-1Ox10 W.W. Mesh. (3) 13 Rebars is Equivalent to (1) #5 Rebar. . 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 Foater or Abutting the Side of the Footer. 1-13 BAR CONTINOUS *MPACTED CONCRETE SUBGRADE POOL DECK 1-#5 BAR VERTICALLY AT 36' ON CENTER PROPOSED FINISHED GRADE (COMPACTED) 1-#5 BAR CONTINOUS—_o , Z r 4 MIN. 1 470 CONCRETE PILASTER r - AT 5'-0' ON CENTER WITH EXISTING 1-f 3 BAR VERTICALLY NI GRADE ' z 4' CONCRETE DECK TURNDOWN PROPOSED CONCRETE FINISHED POOL DECK GRADE7. R NO FOOTER MI 1 1 a1 a• a. BASE M. 1 a a COMPACTED SU CONTINOUS tl 4'0 CONCRETE PILASTER AT 5'-0' ON CENTER WITH EXISTING 1- f 3 BAR VERTICALLY 4 GRADE PAVER DECK TURNDOWN PROPOSED CONCRETE FINISHED POOL DECK GRADE ET T � I 4 rl - f 5 BAR CONTINOUS 8" x 8" FOOTER PROPOSED1 CONCRETE FINISHED [POOL DECK GRADE , 12' 2- f5 BARS CONTINOUS. 8" x 12" FOOTER PROPOSED CONCRETE FINISHED POOL DECK GRADE , T N I ►"`• 2-#5 BARS CONTINOUS 12' 12" x 12" FOOTER THESE PL 1 AND ALL PROPOSED WORK ARE SUBJ TO ANY C{?Rr;_.: "vNS REQUIRE[ FIELD INSP:—t: !*0RS THAT MAY BE N SSARY IN ORDER TO COMPLYV : ALL APPLICABLE CODES. y. 3 f�F F1: S 'PA N, _ PLOP 193 ti$ 3�rnpr�r 11►�„. to Office, Falk` (07);275;1 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 LA=12' B--xA(9' 1-f3 BAR CONTINOUS 1=#5 BAR VERTICALLY AT 36' ON CENTER 1-#5 BAR CONTINOUS �BRICK PAVER POOL DECK c ?' 1 a1 �• a• 1 a1 r a ALTERNATE PAVER LOCATION Drawn By: A R PATr0N do Associates, Inc. (407) 977-1892 Specializing in. Residential and Commercial Pools, Fountains and Features RESIDENTIAL. SWIMMING POOL MASTER SPECIFICATION DRAWING FOR ST LUCIE COUNTY Scale: None Rev 7 — 11 /18/09 F `J Ir a ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rote. The following simplified TDH calculation is one of the methods specified. NOMMEMEMMMMd Simplified Total Dynamic Head (TDH) Calculation Worksheet Minimum Flow Rate Required: 35 gpm Per /Skimmer (Required: 1 skimmer per 800 sf of surf. area) rT 1. Calculate Pool Volume: 30 a x `• fr_ x 7.4# (gal./cubic foot) _ 0 (surf. A-) (Avg. Depth) (Vol. in9d.) 2. Determine preferred Turnover Time in hours: _ x 60 (min. / hr.) = (Hours) (Turnover in tin.) 3. Determine Max Flow Rate: l D l �OS/ (� _ q + Nd. in 901.) (rumover L4ina.) (Pod Floe Rate) (Feature now Rate) (System Flow Rate) 4. Spa Jets: _ x0 gpm per jet_ = aQ flow rate. . (No. of Jets) (Jet Flow) (Totd id now Rate) (For single pump pool/spa combo, use the higher of No. 3 or No. 4 in. the following calculations for the pool do spa) Determine P't o Si es@ Branch Piping to be , y inch to keep velocity 0 6 fps, Max: at $' gpm Maximum System Flow Rate. Trunk, Skimmer dt inch to keepvelocity 0 8 f s max. at m Maximum System Flow Rate. Suction Piping to be ' p� tY P `%j � 9P Y Return Piping to be inch to keep velocity ® 10..fps-max. at $r0 gpm Maximum System Flow Rate. Determine SimWified TDH- 1. Distance from pool to pump in feet: 2. Friction loss (in suction pipe) in I inch pipe per 1 ft. 0 4�� gpm (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in _inch pipe per 1 ft. 0 O gpm = s (from pipe flow/friction loss chart) 4. x (Length a( 5ucye) (Ft of head/1� f Pipe)' (iDH oPp 5. ) _ (p 1 (Length of Return Pipe) (Ft of head/1 ft of Pipe) (IDH Return Pipe) J TDH in Piping: [ CrL Filter loss in TDH (from filter data sheet): 3,:Q Heater loss in TDH (from heater data sheet): !/S Total all other loss: Selected Pump and Main Drain Cover. Tom Dynamic Head (N): Pump selection PeA+dlr ing pump curve .for TDH do System Flow Rate ("e ad Model) Main Drain Cover U_Xa, (System Flow Rate must not exceed approved cover flow rates) 1= "C ad tAodel) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. O O O 0 0 suction outlets suction outlets channel drain 0 70 I gpm max. flow (see note 2). �%,necK- one. Simplifted Tt tat` i1iic'llead (STDH) C066lete STDH- Worksheet - Fill in all blanks. : o-r,, other calcs. Fill in required et & attach calculations. nnaxlmum ,:rlow.=dugpgcmf of 'rFte"neW or` replacement pump. 1. If a variableekMe' d'`~purflp is used, use the max. pump flow 1n ,calculations. 2. For side wa' II,,d� : s',." use appropriate side wall drain flow as published-'t` �mpnufacturer. 3. Insert manufd cturer s ,:game and aproved maximum flow 5 r 4; See installation instructions for number of ports to be used. _ - �_34<m...rs 5. In -Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI A112.19.8 and be embossed with that edition approval. 6 Pump, Filter do Heater make .and model cannot changed, and �gq" i ent location cannot be moved closer to pool, without.„>submitting a -revised plan and MH calculation worksheet for approval. Flaw and Friction:L-os0i� Foot Schedule 40 PVC Pi am 15' 37 O.OW 50 .0.14 62 0.21' 2` e2 3a %4'0. 0.10' 103 0.Ir . 2.5' as OA5 117 0.09 146 0.13' J' 138 O.Of Pv� ? 181 Wn 0.Or 227 0.10' d` 34 wnqOA3' 313 gwn I OAS• 392 gpon 0A7' F'- . 534 A2 712 gprn 1 0.03' Jgpm max. flow (see note 3). gpm w/ports (see note 4). Total Head /n Feet Conversion Chart Inches Mercury (Vacuum Gauge) 0 1 2 + 1 6 1 a 10 1 12 1 14 16 1 18 0 0.0 23 4.5 6.6 9.0 11.3 116 1 15A 1&1 202 1 23 4.6 6.8 9.1 11.4 13A 159. 1&1 20.4 22.7 2 4.0 69 &1 11.4 13.7 153 111.2 20.4 22.7 25A 3 69 92 11.5 13.7 16.0 1e.2 203 22S 25A 273 4 9.2 113 13.8 1&0 183 203 22S 25.1 " 27J 29A 5 11.5 13A 10.1 183 20A 22.a 25.1 77.4 29A 31A a 13.9 16.1 1a.4 20.0 229 25.2 27.4 29.7 31.2 342 7 16.2 111.4 2D.7 23.0 252 V.5 21.7 3Lo 343 363 a 1e.5 20.7 23.0 253 27.5 29.8 3LO 343 Sae 3a.a 9 20S 23.1 25J VA 29A 3L1 34.3 36.6 3&9 1 41.1 10 23.1 25.4 27.6 212 32.1 34.4 35.7 3a9 41.2 43.4 11 25.4 27.7 299 322 343 36.7 39.0 412 43.5 45A 12 27.7 30.0 322 34.5 36.3 31.0 41J 43.5 452 4a.1 13 30.0 32.3 34A6 36.6 39.1 413 43A 459 4a.1 50.4 14 32J 34.8 ]69 39.1 41.4 43.6 459 .4a2 50.4 52.7 CS 15 34.6 3a9 39.2 41.4 431 459 462 50.5 SL7 55.0 16 37.0 302 41.5 43.7 46.0 463 30.5 52A 55.0 57J 17 32.3 41.5 43A 46.1 4a3 50.6 52.6 55.1 57.4 59.6 18 41.6 43A 46.1 4a.4 50.6 529 55.1 57.4 59.7 61.9 19 432 46.2 411.4 501 529 552 57.4 593 GLO 642 ... 20 46.2 4a3 50.7 53.0 552 57.5 59.8 62A 643 66-5 21 46.5 50.6 53.0 353 57A 592 aL1 643 66.6 aa9 22 50A 53.1 553 57.0 599 all 64.4 66.6 OL9 ' 712 23 53.1 55.4 57J 593 622 64.4 66.7 0.0 712 73.5 24 - 55.4 57.7 60.0 W $4.5 66.7 0.0 713 733 75d 25 57.8 60.0 62J 64S 662 6.1 71.3 739 75A 7a.1 26 _ 60.1 i23 64.6 66A 69.1 71.4 73.6 753 76.1 a0.4 27 6L4 64A 66J 692 71.4 73J 75.9 762 a05 aL7 26 64.7 669 692 711 73.7 75.0 782 80.5 82S 65.0 29 .67A 093 715 73.8 70.0 793 ao3 ate am 573 30. 693 71 A 732 7e.1 7U a0.6 a29 85.1 57.4 99.6 31- - 71.0 73.9 76.1 75.4 80.7 KJ 552 87.4 a9.7 92A 32%-'703..g762 76.4 a0.7 63A aS2 a73 69.7 92_a 943337e.5 eo.7 610a5J a73 US 9LO 94-3 NA34a0.6 a31 W.3 a7.6 89.8 9L1 94.4 96.6 9a.93583.1 05.4 07A a99 922 94.4 96.7 911.2 1012 NOTE: -FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO This ` form;3pt�the' property of Gordon H. Shepardson, PE and may only,belrsed in,conjunction with my Residential Swimming' Pool Specificafion Drawings,, or by others with my written permission. - 110 FEB '0 t 2010, Date we . Drown By: A R PATTON do Specializing in Associates, Inc. Residential and Commercial. (407) 977-1892 Pools, Fountains and Features k - 7iOiMf'ie. fiL�flif%b tie7r i 1090 Kensington Park Dr (407) 830-5327 Altamonte SDrinas FL 32714 CPCOOSSRnc, Swimming Pool Specification For. ! N H. SI EPA D ON, P.E. FL PE. # 1939,3 -' a'EmOrslt.Olvd., to 204 Orlando FL,-328Q,Z Office '(40 i;' 27.5 1009 Fax (407) 275-1015 1 Scale: None Mark Crook 6520 N Hwy Al A Fort Pierce FL 34949 JOIr IF / L i r_��r� Rev 7 - 11/18/09