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2200 Tulip Valley Pt
CEIVED 22ZCITY OF SANFORD BUILD NG & FIRE PREVENTION PERMIT APPLICATION Application No: I - 1 I Documented Construction Value: $- _-7 726- c Job Address: c 2 Dco `T d i e Q Lt k T Parcel ID: 3. -19 - 31 - 5 CXo l 0 Description of Work: Plan Review . Contact Person.-- Phone: 4M . 330 -c - Fax: Historic District: Yes No Zoning: i Title: E-mail: E3D( f \\ Property Owner Information WName tUI w L&ck_2mo-v_-j Phone: - Z2 22 _ Street: i Resident of property? City, State Zip: O O Contractor Information ip Name Phone: I • ,per- Street: 9' 1 Effj) 1 k c Fax: 3_223 City, State Zip: `3 State License No.: a3 Architect/Engineer Information Name: v L/ S e 9ci sa. Street: 16 Vg_ to 53 City, St, Zip: 1 `2 t ()f Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical Phone: Yd7- Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: Flood Zone: tr l h,- New Service - No. of AMPS: Mechanical (Duct layout required for new systems) SP " 6 138 'se L/ V Plumbing Z 7S' No. of Stories: New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CONDIENCEMEENT MAY RESULT IN YOUR PAYING TWICE FOR EUPROVEMENTS 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 RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applie our permit fees when the permit is released. 6 - (J gnature of Own r/Agent Date TERI LEE SMATHERS Notary Public, State of Florida comm. expires March 08, 2012 No. OD760884 Bonded thru Ashton Agency, Inc. Owner/Agent is V e Knowna or Produced ID l .y APPROVALS: ZONING 0-#UTILITIES: ENGINEER• 27( FIRE: COMMENTS: Rev 11.08 ture of Contractor/Agent Date an Contractor/ en s e ture of Notary -State of Florida bate TERI LEE SMATHERS Notary Public, State of Florida My comm. expires March 08, 2012 No. DD760884 Bonded thru Ashton Agency, Inc. (800)451-4854 Contractor/Agent is 9<Pe Produced ID Type Me or BUILDING: Permit # Residential Swimming Pool, Spa and Hot Tub Safety Act Notice of Requirements I (We) acknowledge that'a new swimmin o s or hot tub will be constructed or installed at . and ereby affirm.that one of the following Please PriM Address] methods will be used to meet h requirements of Chapter 515, Florida Statutes. please initial the method(s) to be used for your 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 F1346-91 (Standard Performance Specifications 'for Safety covers for Swimming Pools, Spas and Hot Tubs); VI— 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 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" 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 dpgree, punishable by fines up to*-$500 and/or up to 60 days in jail as established in Chapter 775, F-5: NTRACTOR'S SIGNATURE & DATE Michael'D. Manley, CONTRACTOR'S NAME (PLEASE PRINT) OWNERS SIGN URE & DATE At- V I z 11 Q m CQoe j OWNER'S NAME (PLEASE RINT) Z Application No: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ Job Address: Z_ Z 00 T v 1,2 14 Parcel ID• 3 Z - l - 3 `C" Z •©mob - D4/ Historic District: Yes No Zoning: i Description of Work: - ,- c ,1......_ Pck.Y /3 / i e Plan Review Contact Person: 177, e a d Title: Phone• ` 0l, 3-e""r Fax: E-mail: Property Owner Information Name w /l ``. l / U - C4 Phone: 3 L Street: Z Z60 Tcj 04, f 1 ' Resident of property? City, State Zip: C. 1 5 Z 2 2 / Contractor Information Name S c,11J cr<— e4c-c o Street: Phone: t•-1 d-7' 'Z /( --Q Y 3 1- 2 Fax: City, State Zip: G Gn Gc4., F4 % Z`73 C State License No.: e C ©a d -- Architect/Engineer Information Name: Phone: Street: Fax: \ City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building PermitCK, Square Footage: Construction Type: No. of Stories: ellin Units: Flood Zone: le;w ctr; ervice Plumbing o. of AMPS: New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 13 No. of heads: Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. •I,understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMTROVEMENTS 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 RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be appliedyour permit fees when the permit is released. Signature of Own r/Agent Date rint Own"tl'SN( g ature Date TERI LEE SMATHERS Notary Public, State of Florida comm. expires March 08,_2012 Bonded thru Ashton Agency, Inc. Owner/Agent is ersonally Known to Me or Produced ID pe o APPROVALS: ZONI`N il0 In 'I \ UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 FIRE: ignature of Contractor/Agee' Date Pri Contractor/ en7le r) 121 l ature of Notary -State of Florida ate TERI LEE SMATHERS Notary Public, State of Florida My comm. expires March 08, 2012 No. DD760884 Bonded thru Ashton Agency, Inc. (800)451-4854 Contractor/Agent is 4 Pe Produced ID Type WASTE WATER: BUILDING Me or 111111111 IRM NowInil NIII Permit No. 11— 1 7 -7 `T NARYWE MORSE, CLERK OF CIRCUIT COURT Tax Folio No. SMINOLE COUWY AK 07589 Pg 17%; Qpg) NOTICE OF COMMENCEMENT CLERK's # 20110GE156 State of Florida Pr "2 ' ' ` s "l FMRDED 06/22/n11 01:08:03 pfJ 7 RMI)RDING FEES 10.00CountyofSeminolea / ,?CA "" RETRZY !Xj WthTheundersignedherebygivesnoticethatimprovement - Z.,- r 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. 1. C 2. 3. b. C. legal desgtjption of the property, and street address if available) V6-7a. rGS , G`1-- r , General description of improvement:>J m rn Owner information: Name: •0 2 Address: a Interest in property: QvJ(10 A, S ) Name and address of fee simple titleholder (if other than Owner): Name: _ Address: 4. Contractor Name: Vlie xgamber: 1-!>U = Li c. Address: Sg — bdncWflnn2LLIQ=LQ _ 5. Surety Name Address: b. Amount of bond: $ 6. Lender: Name: Address: b. Lender's phone number: Ta. 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: _ Address: 8. a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor' s Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) 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. ienature of 0wner or Owner's Authoriz d Officer/Dir for//Partner/Manager Signatory's T' le/Office The foregoing instrument was acknowledged/ore me this I 'V— d y of 2fl((, (year) , by (name of person) as (type of auth ity, ... e. fficer trustee, attorne in fact) for (name of party rbehalf of whom instrum ted) . TERI LEE SMATHERS Notary Public, State of Florida AL) My Gomm, eroaes Mar DD80884 lgnature of Notary Public t shtQn Ag-.qq, lrc. (800)451-4854 Personally Known I.,1 OR Produced Identification Yi Pr Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have the farts statgd in it are true to the best of m knowledge and belief. ignature of Natu 1 Person S!Pili Above Rev. date 3/2008 County Building Department Gentlemen: I herein authorize Naive of bearer of this letter) to print my name and sign his/her own name for a for Electrical on the property described as DATE permit from your Department Lot: I Block: Subdivision: Property Holder's Name: &;, f 6 Location Address: 3 Z Mailing Address: 61 Under my Florida Construction Industry Licensing Board Registration number - EC 0002249 Champagne Pools of Central Florida, Inc. Signed State of Florida County of SEMINOLE The foregoing instrument was acknowledge before me this by _ Rex A. R ach , who ' personally known me. Notary Signature Notary name typed or printed NOTARY PUBLIC•STATE OF FLORIDA Marshall S. Weiner Commission #DD709276 Expires: NOV. 06, 2011 AOND0 nff U ATLANTIC BONDING CO., INC. Rex A. Roach Certified Contractor ample Signature of bearer must be Prior to p esentation for per 7? PERMIT # r- HAYWARD'Pooi Products Owners Mamialo /1 Hayward Industries, Inc. Company OWNER'S NLANUAL INSTALLATION, OPERATION, & PARTS DUAL SUBMERGED SUCTION OUTLET SET Commonly called main drains] Basic safety precautions should always be followed. includinz the following: Failure to follow instructions can cause severe injury and/or death. AThis is the safety -alert symbol. When you see this symbol on your equipment or in this manual, look for one of the following signal words and be alert to the potential for personal injury. WARP"aNG warns about hazards that could cause serious personal injury, death or major property damage and if' ignored presents a potential hazard. ACAUTION wams 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 iu this a Q owner's manual and on the equipment. Failure to follow instructions can cause severe injury ,and/or death. IMPORTANT SAFETY INSTRUCTIONS USE GNLY HHYWARD UEPJUINE REPLACEMENT PARTS ll /l HIA)MARD Pooi PrC; t!!-t'- Page 2 o F 8 DUAL; SUCTION OUTLET SET , ISD UALS V!!G RF,ti D WARNING — Suction Entrapment Hazard. Suction in suction outlets and/or suction outlet covers which are damaged, broken, cracked, rnissing; or unsecured can cause severe injury or death due to the following entrapment hazards: Hair Entrapment- Hair becomes knotted or snagged in an outlet cover. Limb Entrapment- A limb sucked or inserted into an opening of a circulation outlet with a broken ormissingcoverinthepoolresultinginamechanicalbindorswelling Body Suction Entrapment- Suction applied to a large portion of the body or limbs resulting in anentrapment. Evisceration/Disembowelment Entrapment- Suction applied directly to the intestines t'llr'Utlgll anunprotectedsumporsuctionoutletwithamissingorbrokencovet-. Mechanical Entrapment- Potential for jewelry, swimsuit, hair decorations, finger, toe or knuckle tobecaughtinanopeningofanoutletorcover. To Reduce the risk of Entrapment Hazards: o A minimum of two functioning suction outlets per pump must be installed. Suction outlets in the same plane (i.e. Moor or wall), must be installed a minimum of three feet (3') [.91 meter] apart, as measured from suction pipecentertosuctionpipecenter. (See Diagram 1. If Suction outlets are to be located closer then threc .feet (;') [.91 r,leter] apart, they shall be located in different planes (i.e., one on the bottom, and one on the vertical wall, or one on each ofhvoseparateverticalwalls.) (See Diagram 2) o Dual suction fittings shall be placed ill such locations and distances to avoid "dual blockage" by auser. o Dual suction fittings shall not be located on seating areas or on the backrest for such seating areas. o The maximurn system flow rate shall not exceed the Pow rating of any listed (per ASME/ANSIAl12.19-SM-1987, ASME Al 12.19.8-2007, APSP-7) suction outlet cover installed. o Keep suction outlet components clear of debris, such as leaves, dirt, hair, paper and other material. o Never use a Pool or Spa if any suction outlet component is damaged, broken, cracked, missing, or notsecurelyattached. o Prior to each use of the swimming pool and/or spa, observe and replace damaged, broken, cracked, missing, or not securely attached suction outlet components immediately. o Remove pressure test plugs and/or plugs used in winterization of the pool/spa from the suction outlets. o Two or more suction outlets per pump should be installed in accordance with latest APSP StandardsandCPSCguidelines. Follow all National, State, and Local codes applicable. o Multiple layers of protection are available including installation of vent pipe system, a gravity Flowsystem, or a vacuum release system. o Suction outlet components have a Finite life, the cover/grate should be inspected frequently andreplacedatleasteverysevenyearsorifTOUndtobedamaged, broken, cracked, missing, or notsecurelyattached. Do not exceed maximum flow rate stated on suction fitting. Oning. ly- replace a pump with tune with a similar tlow cure:,, avoid a pump with a higher horsepower ratDQ HAMARD Page 3 of 8 DUAL SUCTION OUTLET SET ISDUALS WG T+ V D RECOMMENDED SYSTEM SPECIFICATIONS: ACCEPTABLE PIPE SIZE FOR MAXIMUM RECON1IvIF,NDED SYSTEM FLOW RATE PER APSP-7 6 FT/SEC IN THE BRANCH LINE) Pipe Size Flow rate Pipe Size Flow rate mm] GPM [mm] CPM [Liter/, -tin] ; Liter/Min] U S0] [150] [75] [340] _ 2" 63 138 >-3.: 63] [240] (90] [522] a s Chart 1 GPIA Novi 15 25 ,5 45 55 F=rc — — ._.. _ Flow vs Pressure Drop WGXI048E Suction Outlet Covers are rated for Floor Only at 125 GPM FIG 1 • WG1048EW Suctiolt Outlet Covers are rated for Wall or Floor at 72 GPM Nocc I }{g= 1.13 Ft of Head In the event of one suction outlet being blocked, the remaining suction outlets serving that system shall have aflowratingcapableofthefullflowofthepumps) 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 minimumpipesizefromtheChart1isselectedat3". At the desired flow of 100 GPM one cover could be partially blockedandtheothersuctionoutletflowwouldbebelowtherated125GPMofthe "Floor" mounted suction outlet cover. Since there are two outlets flowing in normal operation, and the allowable velocity' in the interconnecting piping isonly3ft/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 one (1 ) Wall or Floor" suction outlet cover, rated at 72 GPM are selected and mounted. For a desired flow rate tiu-ougli tile.: pump of 50 GPM, a minimum pipe size from the Chart 1 is selected at 2". At the desired flow of 50 GPM eithercovercouldbetotallyblockedandtheothersuctionoutletflowwouldbebelowtherated72GPMofthewallmountedsuctionoutletcover. Note: Flow may be limited by entrapping force in dual suction systems. Minimum distance 3 feet Pipe Centerlines) Floor Outlets. Total system rated now 125 GP.Nl Interconnecting piping System Branch piping Diagram 1 HAY IVr,Fd RD Fnr{ Pro-duct1 . Utlal 01-ItletS on Different Planes Elevation or Plall VicNv) Wall Total System rated i2 GPM rated now 72 GPl`4 / Interconnecting f/ piping 125 G P N I RzieEl Floor System branch pipin. Diagram 2 I Page 4 of S DUAL SUCTION OUTLET SET INSTALLATION )NSTRUCTIONS: - Use a t2 ISDUALS WG REv U NOTICE: Philips Head Screwdriver. When installing WG1030AVPAK2 refer to ASiME A 112.19.8-2007 for the proper instructions onhOV/ to construct the field -fabricated sump. Figure 2 is an illustration of some of the requirements. Suction outlets for a pool with a vinyl liner- and for fiberglass pools are provided with a WGI048B rnountinringandtwo2n gbaskets. The gaskets should be placed such that they sandwich the liner or fiberglass, that is, one gasket on each side. The ring (WG1048B) is attached to the suction outlet by eight (8) screws that passthroughbothgasketsandtheliner-. See diagram below, Suction outlets for a concrete or gunite pools are designed to be plastered with the top surface flush to the pool surface. An Adjustable Collar WGI05IX may be used to aid in obtaining thedesiredconfiguration. TWO Screws MUST be used to -secure the cover- to L_ the suction outlet. USE ONLY HAYWARD GENUINEREPLACEMENTPARTSTNCLUDTNGTHESCP..EWS. USE SCR -IS ON BO?rl F!, ir.)SF.CgE?its COVER TO THE SUC11-0.4 OUTLET Fig. 2 INId Ba;II Svnp ulri- Dmin r i D ' t r!, t•,! st s: lA ' K`t._ 17,Hrt'!Fifj;: jlt7!41iir}'tali llor. D HYDROSTAnr COri. ECTOR I I RIELIFF VALVF For iSl'I05(,j using a collector tube (SPI055) will maintain a clearrr installationshydrostatic Setvalve.,lizing a sttrtic relief v f rc hW dr'ostalic relief valve in a set Of suction outlets will allow hydrostatic up]r} pressure caused i? ' r 1t least One tc, be relieved into the pool or spa. y ground water HH I !4 A If'tt D Poi Pro .-tr,; c ---- _— _- IPage 5 or 8 DUAL SUCTION OUTLET SETti ISDUALSWC REV I_) SPARE PARTS LISTS i FWGI048AVPAK2/ WGI049AVPAK2 VG1051AVPAK2/ WG I 052AVPAK2/ WG105 3AVPAK2/ WGI054AVPAK2 HAYVS%A RD PC.cI P, 0Gttcl POOL LL`iEP ITEM SPARE PART DESCRIPTION QTy 1 WGX1030Z2A SCREW SET 1.0 2 WGX1048E COVER, SUCTION OUTLET 1.0 2 WG1048EW COVER, SUCTION OUTLET 1.0 RING, SUCTION 1/UGX1048B OUTLET 1.04SPX1048DGASKET2,0 1 1/2 IN PLASTIC5SPX1051Z1PIPEPLUG 1.0 2 IN PLASTIC PIPE6SPX1053Z1PLUG 1.0 7 I SPX1039Z18 SCREW SET 1.0 NOTES: WG1043AVPAK2 / WG 1049AVPAK2 I /:^ NP1' Bottom Plug WG] 049AVPAK2 2" NPT Side Plub SPARE SCREW SET INCLUDES SCREWS FOR SUj\,JPSWITHOUTMETALI\TSTRTS. IF SUS HAS METAL INSERTS INSTALLED ADD (M) TO END OF PART NUI4BER. SPARE COVER INCLUDES SCREWS FOR ALL VARIATIONS OF SUMPS, WITH OR WITHOUT ivLCTALNSERTS. ITEM I SPARE PART 1 WGX1030Z1A WGX1048E WG1048EW SPX1051ZI41SPX1053Z1 NOTES: DESCRIPTION I QTy SCREW SET 1.0 COVER, SUCTION OUTLET 1.0 COVER, SUCTION OUTLET 1.0 1 1/2 IN PLASTIC PIPE PLUG 1.0 IN PLASTIC PIPE PLUG 1.0 1 IG]05]AVP:NC?/111G]052;1VP:1K2 1 !"NPTBottoml'ltlL. WG ] 053A VPAK2 / 11'G 1054AVPAK2 2'' NPT Bottom Plu- SPARE SCRE'w SET INCLUDES SCREWS FOR SUt\•iPSWITHOUTMETALINSERTS. IF SUIVLP HAS METALNSERTSINSTALLED ,ADD Rivfl TO END OF PART N1LIMr3Fk SPARE COVER INCLUDES SCREWS FOR .ALL VARIATIONS OF SUNTPS, WITH OR WITHOUT iMETA LINSERTS. A Page b o r S DUAL SUCTION OUTLET SET ISDUALSWG REV D rWGI 153AVPAK2/ WGI 154AVPAK2 r WG ] 030AVPAI{2 ITEM I SPARE PART DESCRIPTION QTY 1 WGX1030ZlA SCREW SET 1.0 2 WGX1048E COVER, SUCTION OUTLET 1.0 2 WG1048EW COVER, SUCTION OUTLET 1.0 WGX115313 EXTENSION COLLAR 1.0 IN PLASTIC11PIPE4SPX1051Z1PLUG 1.0 2 IN PST PIPE5SPX1053Z1UDC 1.0 NOTE: SPI 153AVPAK2 / SP] 154AVPAK2 2" NPT Bottom Plug SPARE SCREW SET INCLUDES SCREWS FOR SUMpS WITHOUT METAL. INSERTS. IF SUMP HAS METAL INSERTS INSTALLED ADD (M) TO END OF PART NUIvMFR. SPARE COVER INCLUDES SCREWS FOR ALL VARIATIONSOFSU\,fpS, WITH OR WITHOUT METAL INSERTS. ITEM I SPARE PART I DESCRIPTION QTY 1 'WGX1030ZlA 1.0 2"WGX1048E C 1.0 FRAM(E 2 ""WG1048EW 3 WGX1058C C 0 R.0 SP-A-RE SCREW SET NCLUDES SCREWS FOR SUiv[PS WITHOUT METAL INSERTS. IF SUIvLP HAS J' 1MTTL INSERTSNSTALLEDADD (M) TO END OF PART NUNMER . SPARE COVER INCLUDES SCREWS FOR FRAME, WITH ORWIT-IOUT,v1ETAL NSERTS. SEE NOTICE ON PAGE 3 FOR FIELD FABRICATED OUTLETS SAVE THESE INSTRUCTIONS FOR FUTURE REFERENCE. HAYWARDFrol Pr- Page 7 of DUAL SUCTION OUTLET SET ISDUAL8WG REV D HAYWARDO LIMITED WARRANTY This equipment was inspected before shipment from our plant. To original purchasers of this equipment, Hayward Pool Products, 620 Division Street, Elizabeth, New Jersey, warrants its products free from defects in materials and workmanship for a period of ONE (1) year from the date of purchase. Parts which fail or become defective during the warranty period, except as a result of freezing, negligence, improper installation, use, or care, shall be repaired or replaced, at our option, without charge, wwithin 90 days of the receipt of defective product, barring unforeseen delays. To obtain warranty replacements or repair, defective components or parts should be returned, transportation paid, to the place of purchase, or to the nearest authorized Hayv.ard service center. For further Hayward dealer or service center information, contact Hayward customer service department. No returns may be made directly to the factory without the express written authorization of Hayward Pool Products To original purchasers of this equipment, Hayward Pool Products warrants its vacuum release systems to be free from defects in materials and workmanship for a period of ONE (1) year from the date of purchase. Vacuum Release Systems which become defective during the warranty period, except as a result of freezing, negligence, improper installation, use or care, shall be repaired or replaced, at our option, without charge. All other conditions and terms of the standard warranty apply. Hayward shall not be responsible for cartage; removal and/or reinstallation labor or any other such costs incurred in obtaining warranty replacements. The Hayward Pool Products warranty does not apply to components manufactured by others. For such products, the warranty established by the respective manufacturer will apply. Some states do not allow a limitation on hove long an implied warranty lasts, or the exclusion or limitation of incidental or consequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal tights, and you may also have other rights, which vary from state to slate. IQW HAARDFnrl J,tr.:tadation and Operating Data Jandye PERM Installation and Operation Manual RoPro Series Pumps Model FHPM FOR YOUR SAFETY: This product must be installed and serviced by a professional service technician, qualified in pool/spa installation. The procedures in this manual must be followed exactly. Improper installation and/or operation can create dangerous electrical hazards, which can cause high voltages to run through the electrical system, possibly causing death, serious injury or property damage. Improper installation and/or operation will void the warranty. ATTENTION INSTALLER: This manual contains important information about the installation, operation and safe use of this product. This information should be given to the owner/operator of this equipment. 4k J. 1 C Specifications and Dimensions for Jandy FHPM Pumps j Model No. HP j voltage Amps M Pipe Size I Carton Weight Overall Length 'A' FHPM .75 0.75 230/115 • I 5.4/10.8 1'h-2" 40.6 i 25 3/16" FH^i`C 1.00 230/115 i 7.1 /14.2 2-2'/z" 41.2 25 3116" FHPM 1.5 1.50 230/115 j 8.0/16 2.21/2" 42.6 25 112" FHPA .0 1--- -- 2.00 I 2301115 11.2122.4 2-21W' ! 54.6 27 3/16" FHPM 2.5 2.50 230 11.5 j 2'/x-3" I 48.6 I 26 3/16" FHPM 1.0-2-SPD 1.00 I 230 7.1/2,3 j 21/x-3" I 46.5 26 5/16" FHPM 1.5-2SPD i 1.50 230 8.013.0 2'/2-3" 48.0 26 9/16" FHPM 2.0-2SPD j 2.00 I 230 11.2/3.5 j 21/2-3"- , 52.9 27 11/16" When installing the pump, leave a minimum of 2 ft. of clearance above the pump for removal of strainer basket. Bolt Holes. Center to Center IF i 101,411 Front Edge of Union, to Center of Bolt Holes IN FHPM Pump Curves I I0r I 1G0 I 1 0 1 F- I W FHPRi 2.5 L' 60 u 50 r z Z I FHo\c :. I 0 FHFI11 2 0 `\ FHFIN12 0 l~-• oC I lcw nCecC FII-M 5 Y FHPt.',1 \ la zo - .5 50 70 o.; ?a ,GG 1,0 12a 130 I+C .-. %?o 15V t5; :CV ..0 ... ._u FLOW GPR4 2009 Catalog 2*1jdFloProSeriesPumpsInstallationandOperationivlanualPage7. 3 Performance Curves Jandy FloPro Series Pumps Total Dynamic Max - Rated (FHPM) Pounds Per Head Square Inch Feet of Water) (PSI) 120 Ito 100 90 80 70 GO 50 10 31. i 20 1( 11 0 10 20 ?0 40 50 60 70 0.0 00 100 110 120 130 140 1So iG0 17C r',O 190 ..30 ?•U} 25U Flow Rate. Gallons Per Minute GPM) 25 is W L' siGl::iioriand Operation Dates PERMIT# Installation and Operation Manual Jandy`D Single Element Cartridge Pool and Spa Filters CSSeries Fibers A WARNING FOR YOUR SAFETY - This product must be installed and serviced by a professional pool/ spa service technician. The procedures in this manual must be followed exactly. Improperinstallationand/or operation can create dangerous high pressure which can cause the filterlidtobeblownoff, possibly causing death, serious injury or property damage. Improperinstallationand/or operation will void the warranty. Before installing this product, read and follow all warning notices and instructions thataccompanythisfilter. Failure to follow warning notices and instructions may result inpropertydamage, serious injury, or death. ndy i Car;•rid lu Filters - CS Series Filter Page 5 Section 2,• General Information 2.1 Introduction This manual contains information for the proper instal- lation and operation of the Jandya CS Cartridge Filters. Procedures in this manual must be followed exactly. To obtain additional copies of this manual contact us at 707.776.8200 ext. 237. For address information see 5 back cover. 2.2 Description Cartridge filters do not require sand or diatomaceous earth as the filter medium. Instead they contain a filter cartridge etcrnent which is easily removed for cleaning I-replacement. Dirty water flows into the filter tank and is directed through the filter cartridge. The debris is collected on ilIC; SUCT1Ce Of the cartridge as the water flows through It. The water will tr,ivel through the central filter core towards the bottom of the filter into the lower manifold Clean water is returned to the swimming pool through the filter outlet por( at the lank's bottom. As debris collects in the filter, the pressure will rise and water flow to the pool will diminish. The filter cartridge must be cleaned when the operating pressure of the filter rises 10 psi from the operating pressure of a clean cattridgac (sec Section 6 "Cleaning the Filter"). NOTE A, filter removes dirt and other suspended particles but does not sanitize the pool. Pool water must be sanitized and chemically balanced for clear water The filtration system should be designed to meet local health codes. Al a minimum, the system should turnover the total volume of water in your pool hroo to four times in a 24 hour period. 2.3 General Requirements t. I'or best overall performance place the system as close to the pool as possible. The filter should be located on a level concrete alab so that the orientation of the valve outlets and the pressure gauge are convenient and accessible i6r the installation and operation of the unit. Protect the filter From the -cather. if fitting a chlorinator and/or any other device into hc filtration plumbing circuit, great care must be ercised to ensure that the appliance is installed in accordance .Vith the Manufacturer's lnstructinns iind i111v applicable standards that anav exist. A WARNING The maximum operating pressure for this filter is 50 Psi. Never subject the filter to operating pressure exceeding 50 psi. Operating pressures above 50 psi can cause the lid to be blown off, which can result in death, serious personal injury, or property damage. Use Jandy universal unions to connect each component of the water conditioning system for future servicing. All Jandy filters come with these type of fittings. 6. When performing hydrostatic pressure tests or when testing for external leaks of the completed filtration and plumbing system, ensure that the maximum pressure the filtration system is subjected to does /101 exceed the nrcLrillllulr Ivor/ring pressure of rally of Ile co wponen(s IvilhiI7 the syStenz. 2:4 Specifications and Dimensions See Table 1 and Figures l and 2. Tabld 1. Cartridge Filter Specifications Filter Area (fl=) Max. Flow (gpm Six Hour Capacity (gal.) Eight Hour Capacity (gal.) Normal Start Up Pressure psi) Max. Working Pressure (psi) Dimension "A" i Figure 1 100 1 150 1 200 100 125 r 125 C5250. 250 125 36,000 1 45,000 11 45,000 45.000 E8, O 60,000 60,000 60,000 6-15 6-15 6-15 50 50 50 50 32 3/8" 32 3/8" 142 1/2" 1 42 1/2" I I i I 1 i j 181/2•' I I i i 1%4 k -.J i 1 Dimensions, CS Cartridge Series Filter laze; 14 janQy Section 10. Head Loss Curves. 10.1 Jandy® Cartridge Filter, CS Series m 6 Design Head Loss ft head) 4 2 CS150 CS200 CS250 CS100 30 60 90 Flow Rate (gpm) 120 free , 3 Design Pressure 2 Drop psi) l n9 I 1 0 4 ' GENERAL NOTES' 1. For pool plan, size, deck, and special details, see Contractors 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 3,000 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 #3 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 shall be %'. 6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper Wire to be run 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. Bored all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not separated by a permanent barrier, if within 5'-0' Horizontally from Water and 12'-0' Vertically of Maximum Water Level. 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 shall 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. FILTER SYSTEM POOL STEPS LENGTH 6' WATER WATER UNE TILES LINE ,,, POOL m w LIGHT wr_ . y — DRAIN COVER/GRATE. MUST CONFORM TO c 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 . t INTO CENTEREPEST F E GRID AT THE LONGITUDINAL) POINT 1—#3 BAR CONT. IN 5' THK WALL USE 2-13 BARS CONT. IN 8'x8' BOND BEAMS) CONCRETE DECK (OPTIONAL) W/ SUP RESISTANT TOPPING'ON COMPACTED GROUND W/ ALL ORGANIC MATERIAL REMOVED. 4' NOM. THK. W/ FIBER MESH OR 5' NOM. THK. W/ 13 ROWS. 4'-0' JUNCTION BOX BY OTHERS) ao TO TRANSFORMER BY OTHERS) 2-43 BA 00 zoF CONT. IN 8'X8' BOND SOILS y (NO VOIDS) SWIM -OUT DETAIL DECK OVER POUR OR i BRICK COPING 6" OFF N__1—#3 BAR WATER CONT. IN 5' LINE THICK BOND TILES BEAM BEAM 5- 5' MARBLE t U.L,APPROVED 120 VAC/300W POOL PLASTER LIGHT W/ GFl OR 12V/400W MAX. POOL MIN. 1h COVER FINISH, • LIGHT W/ LOW WATER CUT—OFF IN U.L OVER ALL BARS APPROVED GREY PLASTIC FORMING SHELL (SEE NOTE #5) OR APPROVED EQUAL W/ #8 AWG BOND WIRE PER N.E.C. ALTERNATE BEAM STEEM (OPTIONAL) 13 BARS 0 12' O.C. EACH WAY FINISH DETAIL POOL STRUCTURAL DETAILS DISTANCE LESS NEW OR VARIES 18' COPING THAN 1 ON 1 + 1 EXISTING STRUCTURE SEE SEAT WATER PLAN NT WATER r — co 5' `—THERAPY LINES i RETURN LINES GUNITE BARS 0 REBOUND o.C.E.W. (2) 8'0 ANTI —VORTEX DRAINS SEPARATED BY 3' SPA STRUCTURAL DETAILS 13 BARS O 12' O.C. EACH WAY 6' WALL - THICKNESS MARBLE -- FINISH TYPICAL WALL AND FLOOR WITHIN 1 MAIN DRAIN LINE SPILLWAY PER 6x6 GLASS —BLOCK ANGLE OF REPOSE 2 SKIMMER LINE CONTRACTORS POOL MOUNTED IN 2,500 psiFCEMENT3WASTELINECOPINGPLANIFSPECIFIED) 4 RETURN LINE WATERLINE TILES 5 PRESSURE CLEANING 4, LINE (OPTIONAL) WATER A HAIR do LINT STRAINER LINE B RECIRCULATION PUMP INTERIOR C FILTER POOL FINISH D IN—UNE CHLORINATOR OPTIOEOPTIONAL) 3 REBAR 0 12' HEATER O.C.E.W. RAISED SPA DETAIL 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' THICKNEI THE STEEL MAT AND THICKER SHELL WAIL SHALL EXTEND ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN THE MINIMUM REQUIRED AS DETERMINED BY THE 1 ON 1 + 1 METHOD. PLAN EXPIRES 1 YEAR FROM THE SIGNATURE DATE OR THE EFFECTIVE DATE OF A MAJOR FLORIDA BUILDING CODE CHANGE WHICHEVER IS SOONER JUN, 2.0 ; 20,11 Date 4 G Rt ON H. SHE ARU, PE, PA @ 10FLP. 1933 1025•S. Semoran Blvd. Ste:'1093 Winter Park, FL 32792 Office (407) 275-1099 Fax (407) 275-1015 SUP RESISTANT JOINTS AS WEDGEREQUIREDTREAD SURFACEJ.17AS ITIONAL CONCRETE REQUIRED FOR 3'MIN. TO 6' MAX RDY INSTALLATION BETWEEN TREAD, AND POOL WALL RUBBER SOLID, COPPER BUMPER CONDUCTOR TO SHELL REINFORCING TYPICAL LADDER DETAIL 8 AWG COPPER WIRE c TIME TO SERVICE CLOCK SPST TOGGLE W.P.- SWITCH DISC. 4'-0' JUNCTION 12V rPOOL BOX TRANS. DECK ALL ELECTRICAL WORK SHALL CONFORM WITH ART. 680 OF THE 3 #12 IN Xt' LATEST ADAM NEC. CONDUIT 12V/400W. MAX. POOL LIGHT W/ LOW WATER CUT—OFF OR 120 VAC. W/ GFl PER NEC. ELECTRICAL DIAGRAM Drown By. A R PATfON do Associates, Inc. 407) 977-1892 Specializing in Residential and Commercial Pools, Fountains and Features 5497 BENCHMARK LANE lww SUITE 101 Maq,,,ftch. SuNcW SANFORD, FL 327.73 Champagne ( 407) 330-5049 Pools & Spas CPC 032557 j Swimming Poo/ Specification For: WILLIAM & NICOLE GRACEY 2200 TULIP VALLEY POINT SANFORD FL 32771 r ID IF AL I ErF_D Scale: None Rev 7 — 11 /18/09 N TURNDOWN NOTES 1. Detail is based on NO surcharge behind the Turndown and the Ground away from the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied into Footer if Appropriate, with #3 Rebar. 2. 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 ASTM 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 2GO7, 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" 4 Pilaster will be required every 5'-0" that will be either 2'-0" into the Ground or to 6' into the Indigenous Material, Whichever is Deeper. The Pilaster will have a 3 Rebar tied into the #5 Rebar in the base of the Vertical Pour. 8. A Deck Turndown is NOT intended to be a substitute for a Retaining Wall. If the Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground rApches 42' for a 12' Turndown, 48" for a 18' Turndown or 54' for a 24' Turndown, for more than 20% of the Turndown Length or the Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' Vertically, a Turndown should not be used. 9. For a Paver Deck, if the Vertical Dimension from the Top of the Deck to the Old Existing) Ground reaches 30.0" for a 12' Turndown, 36.0' for a 18' Turndown or 42.0" for a 24" 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. A Screen Enclosure is not to be installed on top of any of the depicted turndowns. 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 6x6-10x10 W.W. Mesh. 3) #3 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 Footer or Abutting the Side of the Footer. COMPACTED SUBGRADE 1—#5 BAR 1—(13 BAR CONTINOUS CONCRPOOL DECK /'1—#5 BAR VERTICALLY AT 36" ON CENTER 4'0 CONCRETE PILASTER AT 5'-0" ON CENTER WITH 1—#3 BAR VERTICALLY N PROPOSED FINISHED e GRADE (COMPACTED) N 4 MIN. r mi EXISTING GRADE 1 I- I-1 1 I io z 11=1 11_ 1I I —I II4 I — CONCRETE DECK TURNDOWN PROPOSEDA CONCRETE FINISHED POOL DECK GRADE 11=- NO FOOTER COMPACTED PAVER BRICK PAVER BASE MATERIAL POOL DECK COMPACTED SUBGRADE 1—#5 BAR CONTINOUS 4"0 CONCRETE PILASTER 7 AT 5'-0" ON CENTER WITH 1—#3 BAR VERTICALLY 3 BAR CONTINOUS 1—#5 BAR VERTICALLY AT 36" ON CENTER A = 12" TO 18" a B= Y4 x A (9" TO 13.5" PROPOSED FINISHED GRADE (COMPACTED) m 4 MIN. 1 6 mi EXISTINGFGRADE 4" PA VER DECK TURNDOWN PROPOSED CONCRETE• FINISHED POOL DECK GRADE — 3" am I I 1i1=1 1 1=- I 8" I 1—#5 BAR CONTINOUS 8" x 8" FOOTER PROPOSED CONCRETE FINISHED [ POOL DECK GRADE 3. e' 12' 2-15 BARS CONTINOUS 8" x 12" FOOTER PROPOSED CONCRETE FINISHED POOL DECK GRADE 3" • . a IC-4 i 2—#5 BARS CONTINOUS 12' 12" x 12" FOOTER JUN 20 2011 rato n r•. BRICK PAVER POOL DECK 1 I` —PAVER SECURED TO TOP I OF TURNDOWN BY PAVER INDUSTRY STANDARDS SEE PAVER DECK TURNDOWN DETAIL FOR INFORMATION NOT SHOWN ALTERNATE PAVER -ON TURNDOWN A = 12' TO 18" 111 B=N4xA(9-TO13.5- m 1—#3 BAR CONTINOUS 1—#5 BAR VERTICALLY AT 36" ON CENTER 1—#5 BAR CONTINOUS BRICK PAVER PDOL DECK COMPACTED PAVER BASE MATERIAL COMPACTED SUBGRADE ALTERNATE PAVER LOCATION Drawn By: A R PATTON & Specializing in Associates, Inc. Residential and Commercial 407) 977-1892 Pools, Fountains and Features 5497 BENCHMARK LANE. SUITE 101 MaquateWoukler SANFORD, FL 32773 Champagne ( 407) 330-5049 Pools & s as CPC 032557 Swimming Pool Specification For: D DO H. SHEPAIRDSv! E, PA FL P.E. 19333 1025 S. Semoran Blvd. Ste. 1093 Whiter Park,,FL 32792 k Office (407j275-1099 Fax (407) 275-101,5 Scale: None 1 , WILLIAM & NICOLE GRACEY 2200 TULIP VALLEY POINT SANFORD FL 32771 vGID IF AL FFED Rev 4 — 4/15/09 I . ' y ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the- methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Minimum Flow Rate Required: 35 gpm Per Skimmer (Required: 1 skimmer per 800 sf of surf. area) 1. Calculate Pool Volume: 3/x 7.48 (gal./cubic foot) = Q 6 ad Surf. Area) (Avg. Depth) - , Vol. in gal. 2. Determine preferred Turnover Time in hours: x 60 (min. / hr.) G o ( Qura) + (Turnover i m. 3. Determine Max Flow Rate: 0 __cZ_ _ _ Vol. in al.) (Tumover Mini.) (Pool Flow Rate) (Feature Flow Rate) (System now Rate) 4. Spa Jets: x gpm per k et flow rate. No. of Jets) (Jet Flow) (Total Jet now Rate) For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & spa) Determine Pip2 Sizes* Branch Piping to be r inch to keep velocity ® 6 fps max. at gpm Maximum System Flow Rate. Trunk, Skimmer & inch to keep velocity ® 8 fps- max. at a m Maximum System Flow . Rate. Suction Piping to be p p gpm y RdIturn Piping to be inch to keep velocity ® 10 fps max. at gpm Maximum System Flow Rate. Determine Simms 1. Distance from pool to pump in feet: 2. Friction loss (in suction pipe) in inch pipe per 1 ft. ® v gpm = 0 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in _inch pipe per 1 ft. ® 6"-3 gpm (from pipe flow/friction loss chart) b _a4. xl (Leng of Suct. Pipe) (Ft of hn/1 ft of Pipe) (TDH Suct Pipe) ' 5. x =9'. C- Length of Return Pipe) (Ft of head/1 ft of Pipe) (TDH Return Pipe) TDH in Piping: Filter loss in TDH (from filter data sheet): Heater loss in TDH (from heater data sheet): Total all other loss: Selected Puma and Main `Drain Cover. Total Dynamic Head NH): using pump curve for TDH & System Flow Rate Pumpselection14 Make and Model) Main Drain Coverl 9, wa-lo 7 1 (System Flow Rate must not exceed approved cover flow rates) Make and Model) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Tvoe of RequiredIn -Floor Suction Outlets: Check all that apply. 3,- 0- @ 2 suction outlets ®gpm max. flow (see note 2). 3 suction outlets ®gpm max. flow (see note 3). channel drain ®gpm w/ports (see note 4). TDH Calculation Options For each pump Check one. Simplified Total Dynamic Head (STDH) omplete STDH Worksheet -Fill in all blanks. Total amic Head (TDH), Complete Program or other calcs. Fill "in required blanks on worksheet & attach calculations. Maximum Flow- Capacity of the new or replacement 'pump. 1. If a variable speed pump is used, use the max. pump flow in calculations. 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer. 3. Insert manufacturer's name and oproved maximum flow- 4. See installation instructions for number of ports to be used. 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 & Heater make and model cannot changed, and equipment location cannot be moved closer to pool without submitting a revised plan and TDH calculation worksheet for approval. Flow and Friction Loss Per Schedule 40 PVC Pipe Wocity Foot Feet Per Second PIPISaa 8 1 8 fpe 10 1' 18 gprn 0.14' 21 gpm am. 26 gpm 0.35 1. 6' 37 gpm 0.0w 50 gPrn 0.14' 82 gprn 0.21' 2' 82 gpm 0.06, 82 gpm 0.10' 103 gPrn 0.16' Z5' as gpm 0.05, 117 gpm 0.09' 148 gpm 0.13' 3' 138 gpm 0.04' 181 gpm 0.07' 227 gpm 0.10' 4 234 gpm 0.03' 313 gpm 0.05' 392 9pnn 0.07' O' 534 gpm 0.02' 1 712 gprn 0.03' Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge) 0 1 2 1 4 8 1 8 10 1 12 1 14 16 1 18 0 0.0 2.3 4.5 6.8 9.0 11.3 1 13.6 15.8 1&1 20.3 1 2.3 4.6 6.8 9.1 11.4 13.6 1 15.9 18.1 20.4 22.7 2 4.6 6.9 9.1 11.4 133 15.9 1 18.2 20.4 22.7 25.0 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 4 9.2 11.5 13.8 18.0 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 228 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23.0 25.2 27.5 29J 32.0 34.3 38 5 8 18.5 203 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 38.6 38.9 41.1 10 23.1 25:4 27.6 29.9 3Z1 34.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 38.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 38.8 39.0 41.3 43.5 45.8 48.1 13 30.0 313 34.6 38.8 39.1 41.3 43.8 45.9 48.1 50.4 p 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 5DA 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37.0 39.2' 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 17 39.3 41.5 43.8 46.1 48.3 1 50.6 52.8 55.1 57.4 59.8 18 41.8 43.8 48.1 48.4 50.8 1 52.9 55.1 57.4 59.7 61.9 a 19 43.9 46.2 48.4 50.7 52.9 1 55.2 57.4 59.7 010 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 50.8 62.0 64.3 66.5 21 48.5 1 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68.9 a 22 50.8 1 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 1 55.4 57.7 59.9 OZ2 84.4 65.7 69.0 71.2 73.5 24 55.4 57.7 60.0 82.2 64.5 66.7 69.0 71Z 73.5 75.8 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 26 60.1 62.3 64.6 1 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 60.5 82.7 28 64.7 66.9 69.2 71.5 73.7 78.0 78.2 80.5 8Z8 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 97.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 85.1 97.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0 32 73.9 76.2 78.4 801 810 85.2 87.5 89J 92.0 94 3 33 76.2 78.5 1 80.7 1 83.0 85.3 87.5 89.8 92.0 94.3 SILO 34 78.5 80.8 1 811 1 85.3 97.6 1 89.8 92.1 94.4 96.6 98.9 35 80.9 83.1 1 85.4 1 07.6 89.9 1 9Z2 94.4 98.7 98.9 1012 NOTE FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. This form is the pnaperty of Gordon H. Shepordson,. PE and may only be used in conjunction with my Residential Swimming Pool Specification Drawings or by others with my written permission. Date I Date GonVactors Contractors Printed Name Contractors Cart No. GMtMCtGM one No. This worksheet was Created and provided By GORDON H. SHEPARDSON, PE, PA FL P.E. 19333 1025 S. Semoran' Blvd. Ste. 1093 Winter Park, FL 32792 Office ( 407) 275-1099 Fax ( 407)•275-1015 Drawn By: A R PATTON do Specializing 'in Associates, Inc. Residential and Commercial 407) 977-1892 Pools, Fountains and Features 5497 BENCHMARK LANE SUITE 101 SANFORD, FL 327-73 Champagne ( 407) 330-5049 Pools & Spas CPC 032557 Swimming Pool Specification For: WILLIAM & NICOLE GRACEY 2200 TULIP VALLEY POINT SANFORD FL 32771 J0 - IF hf_ T EFED Scale: None Rev=7 = 11/18/09- INFORMATION Gracey, William & Nichole 2200 " Tulip Valley Point Sanford 32771 Permit Office: City Sanford 321-228-8328 321-228-3108 Tusca Place - North Entry Code: F n/a Type Dig ?I Dig and Haul I Dirt Rmvl?i yes ACCESS SIDE YARD HOMEOWNER TO HAVE ACCESS READY -FENCE DOW Tree Removal ? lOwne Stump Removal ? Owne Plant Removal ? Owne Concrete Removal 7 se Owne Saw Cut ? Lft Owne Owne Owne Sprinkler System Capped Off ? Owne Sprinkler System Reinstalled ? Owne OwneSodRemoval ? yes BARRIER FENCE? No Lft ALUMINUM POST COLOR ? MESH COLOR ? ALARM SYSTEM ? yes ## h.o. h.o. Home owner must be present for final Co. inspection Window Glaze ? no ## 0 DESCRIPTION DATE IS C.O.# PROPERTY LINE I IPLANTER 6FT DEEI ACCESS 20' DVHITE IGf LO WIu, 4X8 BULLNOSE ; I BRICK COPING' - ou THICK PAVERS M 39 ft. SPEICIFICATIONS POOL SIZE 14 X 29.5 POOL DEPTH 3 X 6 POOL perimeter 75 area 315 SPA perimeter area Fountain perimeter area TOTALS perimeter F-7-57 area 315 Swim Outs # 1 Total Lft 6 Steps Lft 21 SunShelf Sqft Pool Gallons 10,631 Pool Equipment Timer w/remote PUMP TYPE Jandy 3/4 H.P. FEATURE PUMP? ( H.P. FEATURE PUMP? ( H.P. FEATURE PUMP? ( H.P. FEATURE PUMP? ( H.P. Filter Type ( ) Filter Type ( 1 ) Jandy CS100 Automation Std. Timer Only Main Drains White 4' apart Skimmer 1 White Returns 3 White IN FLOOR Pool Light Color Pool Light White (1) 100 FT Pool Grout Color White 1113 • Spill Over Type 2" Main Drains Spa Light Color Spa Light White Therapy Jets Air Blower Pre Plumb Jets Heater Type 2)#3 RODS OR (1)#5 ROD CL: CONCRETEFOOTER PLANTER c— 3FT SHEER DESCENT 0 29 ff. 3FT DEEP zo' 29 ft, 6 in. ft. 3 in. o a 0 0 FLOOR RETURNS 31&75 0 0 0 *01. Designed by: TERISMATHERS DESIGN CONSULTANT 407) 461-9168 A'F r * 0-- COVERED LANAI TOP W?HICK PAVERS TO MATCH DECK NI'fAAFnIA/RIFF? WILLIAM AND NICHOLE GRACEY 2200 TULIP VALLEY POINT SANFORD, FLORIDA 32771 321) 228-3108 321 228-8328 n A/C S ELECTRIC METER r Deck Edge Type 4X8 BULLNOSE COPING Concrete Deck Syft Existing Lanai THICK PAVERS Soft Coping Lft 75 Planters 20 Sqft Pavers Thick or Thin 267 Sqft Existing Patio Thick or Thin 280 Sqft Pool & Patio Total Including 547 Sgft Paver Boarder - This is Included in Sqft Above Lft Deck Drains For Pavers 43 Lft Raised Diecks; Footers & Turn Downs Raised I,D, Beam At 6" Increments 15 Lft Tile Notes For I.D. Order by the Lot # - see plan Step Risers At 6" Increments 6 Lft k Riser Info Coping on step risers Turn Downs 10" Lft 16" Lft 22" Lft 8" Screen Footer Lft Pilasters 1wol: • • Chemical service for,,, 1 Months Pool Cleaner Type Stub Out Chlorinator Type Autopilot (Cubby) 36 Manual Vacuum, Telescopic Pole, Leaf Net Brush, Water Test Kit & Start up Chemicals Hand Rails- Fig 4 No Other I I Fountain Spill over Light Sconce? 1) 31FT SHEER DESCENT WATERFALL Heat Pump Elect Run ft Solar Panels # Size Set & Forget Controls ' Booster Pump by Solar Co. Water Surface Solar Cover 0 Thick Pavers APPIAN COMBO - 2 PCS. Pattern RANDOM T / 6x9, 3x3 Color STONE HARBOR Bullnose 48 CHARCOAL Tile color NPT-SLATE SSS-TWILIGHT LINE 20, S-20-A-1, NPT.88.8897 Tile Order # ZK101990-1 Step & Bench SAME Tile Distributor NATIONAL Interior finish PEBBLE TEC CARIBBEAN BLUE SCREEN ENCLOSURE BY FPE CHILD SAFETY BARRIER The pool will be isolated from access to home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29 - This is responsibility & cost of homeowner. IMPERVIOUS CALCULATION: LOT AREA 7,450 S.F. 50% = 3,725 S.F.) HOUSEFOOTPRINT 2,344 S.F. DRIVEWAY & WALKWAY ' 365 S.F. A/C PAD 11 S.F. COVERED LANAI 280 S.F. 3,000 S.F. PROPOSED POOL W/DECK 695 S.F. 1// 0000'_O"ii Champagne An aquatech°Builder 3,695 S.F. I Champagne Pools & Spas 407) 330-5049 CPCO32557 Scale: 1/8"=1'0" Champagne Pools of Central Florida, Inc. 5497 Benchmark Lane, Suite #101 Sanford, Florida 327,73 - 407) 330-5049 - office 407) 323-6941 - fax www.champagnepoolandspa.com An aquatech Builder License Numbers CPC 032557 CPC 057135 NAME: .-<) • V t ( Here'n termed "Owner") JOB ADDRESS: i kee CITYKA STATLZIP MAILING ADDRESS. _ " CITY STATE ZIP TELEPHONE: ( Home) (Cell) . LEGAL: Subdivision ( Sco, C.f-, Lot# POOL SHAPE: Pr'- _ POOL SIZE: length width 14. Area sq ft Water depth _ k to THE GENERAL TERMS, CONDITIONS AND WARRANTIES ON THE REVERSE SIDE ARE PART OF THIS AGREEMENT. 1. PLANS: Champagne Pools to supply pool blueprint and engineering plans. . . . Inc. 2. BUCLDING PERMIT: CP . o ace. as Owners agent to obtain building permit only Inc. 3. SITE PREPARATION: a. Access fence removed by Owner XCP h. Access fence replaced by Owner CP Not Applicable Trees in access and pool site areas to be cut down so that stumps will not exceed 3' in height . . . . . . . . . . . . . By Owner d. CP to uproot 3' high x 18" dia. min. : stumps at time of excavation in access and pool area only. 4 of stumps . . Yes No e. Stumps hauled away. Yes No f. Concrete cut and hauled. . . Yes No g. Sprinkler cut off by Owner P V h. Sprinkler re-routed . . . By Owner EXCAVATION: CP to excavate pool and remove dirt on day of excavation only. Inc. a. Additional fill dirt if required is not included in contract . . By Owner b. CP to include sufficient grading for preparation of site. Inc. c. CP IS NOT RESPONSIBLE FOR ACCESS INTO YARD, RE-ROUTING SPRINKLERS, REDOING LANDSCAPING, RESODDING OR TRANSPLANTING OF PLANTS. By Owner 5. Engineered Steel Reinforcing complies with ASTM ## A615 . . . . . . Inc. 6. E.leetrir:al Bonding of shell and equipment . . . . . . . . . . . . . . Inc. 7. Fneumat:.cal.ly applied concrete shell commonly referred to as Gunite or Shotcret. e) . . . . . . . . . . . . . . Inc. a. OWNER TO WATER CURE GUNITE SHELL FOR 10 DAYS . By Owner 8. Temporary construction, fence . . . . . Inc. 9. Three ( ,) steps`` inshallowend . . . . Inc. 10. Love Seat: (vLy tt. Inc. 11. Extended B c-h: (y( 1. 2. Raised beam with standard tile'-""_ __` ` 13. TILE: CP Standard swimming pool tile 1 a. Only one row Sof tile at water li(nee Name: 1 W 1 Ye$J.J No b. Special order and/or larger size' KUNt Z.O not bid on this contract. . . . Not Inc. c. Step Inlays: } zK lol9 _1 It t:lya Color ) __ Yes 1J No 14. INTERIOR FINISH: CP to hand trowel hard, wa of plast ini nV Type Colo Inc. a. R IS RESPONSIBLE FOR FILLING POOL WITH WATER AND BRUSHING DOWN POOL TWICE A DAY FOR TWO WEEKS AFTER IT IS FILLED. . . . . . . .By Owner 15. Safety Line Cups, Rope and Floats Inc. 16. Public liability, negligent property damage and workmen' s compensation insurance during. construction . . . Inc. 17. No additional cost to customer for rain damage to pool during construction Inc. 18. Deluxe cleaning equipment and water test kit . . . . . . . . .. . . . . . . Inc. 19. :=tart -up w/ "pool school" instruction Inc. 1. a.-Wq. ft• cartridge filter ; b. engineered for maximum performance with minimum electrical use. On a pre - formed support pad. . . . . . .Inc. 2. One (1) Skimmer, large capacity and self-adjusting w/ double main drains and 3 returns (no reg. returns . . . . . . Inc. 4. Automatic Chlorinator. . . . . . . . . Inc. 5. Easy set Time clock. . . . . . . . . . Inc. 1. Spa - sq. ft. with Jets. . 2. Standard White/ LED Light 3. Spillway 4. Heater - type- NAT size- 5. Other UTILITIES 1. Electric Hook- up for all equipment listed on this agreement Inc. 2. ENLARGING OR CHANGING EXSISTING ELECTRICAL PANEL BOX OR RELOCATION OF OVERHEAD WIRES, IF REQ. BY LOCAL CODE. By Owner 3. Add. Electrical Hook-up for lights, fans, etc . . . . . . . . . . . . . By Owner 4. Natural Gas Plumbing . . . By Owner 5. Propane Tank leasing, renting, buying, set-up and burying are the responsibility of owner . . . . . By Owner Tal-e •. 1. Water Purification - type c' 2. Pool light - type 3. Automation Controls 4. Automatic Cleaner - ._- 5. Water Features - P 6. 7. 8. e 1. Heater - type LP / NAT / HP CIRCLE ONE size 2. Solar, Panels _ set •orget valve DECKING' 1. Acrylic Deckinqt color 2. Coping Type 3. Acrylic an ' ng - color 4. Steps 5. Raised Walls . 6. Turn downs w-" 7. Retaining Walls 8. SCREEN 1. Type - Dome Gable 0 Mansard 2. Two (2) Doors, gutters where required 3. Color - White / Bronze 4. Elite Roof 5. Fan Bea i L WARNING DANGER WARNING 1. DO NOT DIVE INTO THIS POOL. 2. DO NOT INSTALL A SLIDE ON THIS POOL. 3. DO NOT INSTALL A DIVING BOARD OR DIVING ROCK ON THIS POOL. C Whether financed through other sources or paying cash the owner agrees to pay the total price of this contract, less the deposit at the following intervals and in the percentages stated below. Change orders or addendums must be accompanied with full payment. A. Deposit ......... upon signing of this contract ¢ TOTAL CONTRACT PRICE B. 40 % ............ day of dig C. 40 % ............ day of shooting of the gunite shell DEPOSIT D. 20 % ............ day of deck installation E. $500.00 .........upon start-up of pool BALANCE $ a OFFER AND AGREEMENT: This Contract shall be deemed as an offer to Champagne Pools of Central Florida, Inc. anda f shall be null and void unless accepted by a duly authorized officer of the contractor within ten business days of the contract date. The salesman has no authority to bind the contractor. All agreements and understandings are contained in this contract and the Owner warrants that there are no agreements or understandings other than are set forth in this document. Acceptance of the terms of this contract by Contractor is to be communicated to the Owner by transmitting a copy of this contract to them showing acceptance by the sellers by the execution of a duly authorized officer of the Contractor or by commencing construction. THE UNDERSIGNED JOINTLY AND SEVERALLY AGREE THAT THE TERMS AND CONDITIONS ON THE REVERSE SIDE ARE PART OF THE AGREEMENT AND THAT THIS WRITING CONTAINS THE ENTIRE AGREEMENT BETWEEN THE OWNER AND CHAMPAGNE POOLS, AND FURTHER ACKNOWLEDGES THAT EACH OF THEM HAS READ AND UNDERSTOOD THIS ENTIRE CONTRACT. A scale drawing of your swimming pool showing its location, shape, other details and equipment location shall be attached to this contract within 10 business days and incorporated herein by reference. The drawing shall be signed by any one of the Owners whose name appears as a signatory herein. The Owner understands that embellishments on the drawing such as umbrella tables, lawn chairs and plants are not part of the pool contract. Owner should receive a copy of the drawing. ' No additional work shall be done without prior written authorization of Owner, and any such authorization shall be on a CHANGE ORDER FORM" or an "ADDENDUM" form showing the agreed terms and shall be approved by Champagne Pools and shall be signed by any one of the Owners whose name appears as a signatory and addendum must be accompanied with payment in full, if applicable. CAUTION: If pool is not approved for diving (under 8" depth, see front) you should not install or use a diving board or jump board. Do not dive into this pool. If pool is approved for diving, exercise caution by always diving into center of the deep end with hands out in front of your head and steer up. Do not permit or practice fancy dives, stunts, or horseplay. ALL POOL USERS SHOULD BE INSTRUCTED IN THESE LIMITATIONS. NEVER DIVE INTO SHALLOW AREA. Owner acknowledges receipt of a duly executed duplicate copy of this agreement at the time of its execution, with all blank spaces filled in to the extent it is applicable to this project. NOTICE TO PURCHASER DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ IT OR IF IT CONTAINS ANY BLANK SPACES You, the Owner, may cancel this transaction at any time prior to midnight of the third business day after the date f this transaction. See attached Notice of Cancellation form for an explanation of this right. LOU' DATE: ) DAY OF . 20I Y Salesperson: _l Champagnes of Central Florida, Inc. Authorized agent, Owner: THIS CONTRACT IS NOT AN ESTIMATE. r----------------------------------------- NOTICE OF CANCELLATION DATE: You may cancel this transaction, without any penalty or obligation, within three business days from the above date. If you cancel, any property traded in, any payment made by you under contract or sale, and any negotiable Instrument executed by you will be returned within 10 business days following receipt by the Seller of your cancellation notice, and any security interest arising out of the transaction will be cancelled. If you cancel, you must make available to the seller at your residence, in substantially as good condition as when received, any goods delivered to you under this contract or sale: or you may, if you wish, comply with the instructions of the seller regarding the return shipment of the goods at the seller's expense and risk. If you do make the goods available to the seller and the seller does not pick them up within 20 days of the date of your Notice of Cancellation, you may retain or dispose of the goods without any further obligation. If you fail to make the goods available to the seller or if you agree to return the goods to the seller and fail to do so, then you remain liable for performance of all obligations under the contract. To cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice or any other written notice, or send a telegram to Champagne Pools of Central Florida, Inc. 5497 Benchmark Lane. 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PERMIT # a.- 7""r 20. 00' 20. 00' I I I .. I q P.I. TRACT " E" DRAINAGE, RETENTION AND RECREATION N 89050'10" E 70.00' CERTIFIED TO: FBC Mortgage, LLC and/ or The Secretary of Housing and Urban Development, his successors and/or assigns, as their interests may appear Nichole J. Gracey, William L. Gracey and Marilyn G. Tripp BDR Title Corporation Fidelity National Title I U z TRUSSED CONCrRETE PATIO o 24.1' 5.9' b O 40.0' w w o I LOT 2 ONE STORY o I I CONCRETE BLOCK o w a; LO to06 o o 2. 8' O O 0. 6' 5. 3' COVEREDin BRICK ENTRY o ¢a za 14.7' fO fO 20.0' 1 16 n 3.2' BRICK;L3RICK PAVERS- o WALK DRIVE O O TELEPHONE RISER 10' U.E. CABLE RISER O OO DSOP. C. . '>^ , L J f! O b oN `89.G 50'1.0" : E : 45.Ob' o s 0. ti e4. 0' CONC WALK y 8. b S0 N ADDRESS: 2200 N TULIP POINT VALLEYN 89'50'10" E N P. NAIL ISK DISK CITYOF SANFORD - BUILDING PLAN REVIEW LB 7143 1 E1 nPAGNT SERVICES 4 PLANi1lNG A APPROVED 1. BEARINGSAREBASEDONTHECENTERLINEOFTULIP VALLEY POINT BEING Na9'5VIO-E. 2. UNDERGROUND IMPROVEMENTS, ROOF DATE OVERHANGS AND FOOTERS HAVE NOT FLOOD CER11.1, 0' 5' 10' 20' BEEN LOCATED. BASED ON THE FEDERAL EMERGENCY 3. ELEVATIONS ARE BASED ON NATIONAL MANAGEMENT AGENCY FLOOD INSURANCE GEODETIC VERTICAL DATUM OF 1929. RATE MAP, THE STRUCTURE SHOWN SCALE 1 "= 20' 4. BUILDING TIES ARE TO FOUNDATION. 5. BUILDING TIES ARE NOT TO BE USED TO HEREON DOES NOT LIETHIN THE 100 CONSTRUCT DEED OR PLATTED LINES. YEAR FLOOD HAZARD AREA. 0DREVIATIONS/LEGEND 6. BEARINGS AND DISTANCES SHOWN HEREON THIS STRUCTURE LIES IN ZONE 'X'. ARE MEASURED AND PER RECORDED PLAT COMMUNITY PANEL NO. 120289 0090 F LB. —LICENSED BUSINESS UNLESS OTHERWISE NOTED. EFFECTIVE DATE: , ARC —ARC LENGTH MAP REVISION DATE: SEPTEMBER 28, 2007. CH. —CHORD SUBJECT TO CHANGE) R —RADIUS A DELTA ( CENTRAL ANGLE) P.C.— POINT OF CURVATURE THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED P.T.— POINT OF TANGENCY HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT P.I.— POINT OF INTERSECTION INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE P.R. C.—POINT OF REVERSE CURVATURE TITLE VERIFICATION. ' @) FOUND 1A ' IRON PIPE (LS 2005) . FOUND IRON ROD 0 FOUND IRON ROD FOUND CONCRETE MONUMENT D.&U. E.— DRAINAGE &UTILITY OFTHiS SURVEY "!OT VAUO UNLESS EMBOSSED REVISION DATE EASEMENT j VONE, INC. H7T14 THE. SICNAWRE AND RAISED SEAL OF U.&S. E.— UTILITY & SIDEWALK A IDA LCENSED SURVEYOR AND MAPPER EASEMENT LAND SURVEYORS AND MAPPERS V.L U. E.— UTILITY EASEMENT 300 SOUTH RONALD REAGAN BOULEVARD 1 _` 15-- 7 D.E.— DRAINAGE EASEMENT LONGWOOD, FLORIDA 32750-5499 rL — CENTERLINE TELEPHONE (407) 830-9080 DOUINICK F. CAVONE — PP,ESTDENT CONC—CONCRETE FAX Na. (407) 339-3636 FLORIGA SURVEYOR & MAPPER NUM6ER 2005 RECERTIFIED 7- 29-2009 FINAL LOCATION 11-17-2008 FOUNDATION LOCATION 09-25-2008 FORMBOARO LOCATION 09-02-2008 STAKE HOUSE 08-19-2008 FFE—FINISHED FLOOR ELEVATION E—MAIL• CAVONE o CFLRR.COM I L[CN5ED BUSINESS NUMdEIt LB.5073 STAKE LOT 08-15-2008 BSL—BUILDING SETBACK LINE W.O. STAKE LOT 2008-1809 W.O. STAKE HOUSE 2008-1036 W.O. FORM CHECK 2008-1936 A C— AIR CONDITIONER PAD W.O. FOUNOATION 20OB-2115 W.O. FINAL 2008-2481 W.O. RECERT 2009-518 D FILE: U:\—PLOT PLAN\TUSCA PLACE NORTH\LOT-1.DWG LOT by. GLENN