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HomeMy WebLinkAbout161 Crown Colony Way #10-442; CONSTRUCTION NEW POOL9Fs. PERMIT ADDRESS ' V O 'O CONTRACTOR TU-tr elk J 00 l S SUBDIVISION PERMIT # I ® eL DATE L a ." , ®(q PERMIT DESCRIPTION tW I1 PERMIT VALUATION 3 1, 200 PHONE NUMBER _ -4 O —1 — 3cdP 3 — 'q= 2-S, SQUARE FOOTAGE PROPERTY OWNER t&%N • ADDRESS CrOW -1 OIf LAA, PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE Application No: RECEIVED CITY OF SANFORD DEC 1 4 2009 BUILDING & FIRE PREVENTION PERMIT APPLICATION Documented Construction Value: $ 3 %, _ ,90 - Dd Job Address: /4 / w•au) n C© ro fnwn Historic District: Yes No 9 Parcel ID: 3 3 % 9 - 3 0 - "-5 - d o00 Zoning: Description of Work: C_ dhs-TYuc-7" zs,,Dol Plan Review Contact Person: , r r t4 C- /If Title: Phone: V6 540->3 Fax: `%D') 3 3 ' / 3 0-3 E-mail: cd h-, Property Owner Information Name 44Aehy cosuce_i Phone: CIO-2- V3 0 Street: © h-/ wo' ) Resident of property? : S City, State Zip: 0 r FJ-- 3 > -7 Contractor Information Name Fy__ re- OUsAnV-, PC .0 /s Phone: 6 `% - 3 a-.3 -5 Street: 3Fax:D City, State Zip: SGYJ Do JrL ...?,-)--7 ] I State License No.: OP 0- Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Architect/Engineer Information Phone: Fax: E- mail: _ Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical 13 ( Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/ Alarm No. of heads: d inations as indicate. I certify that no Application is hereby made to obtain a permit to do the wor aanittand that 11 work wall be performed to work or installation has commenced prior to the issuance of p meet standards of all laws regulating construction in this jurisdiction. I tbolers, heaters, and that a rtanks, and must be secured for electrical work, plumbing, signs, wells, pools, furnaces, air conditioners, etc. O WNER'S AFFIDAVIT: I certify that all of the foregoing information is zoning. to and that all work will be done in compliance with all applicable laws regulating construction a T MAY WARN ING TO OWNER: YOUR FAILURE TO RECORD A NOTICEOF ROPER YMA NOTICE RESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOF COMMENCEMENT MUST BE RECORDED AND POSTED NCINGE CONSULT W TH YOUR JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FIN LENDERORANATTORNEYBEFORERECORDINGYOURNOTICEOF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additionalbe additional papplicable licblretothis ired property that may be found in the public aswaterrdsof this management district astateagencies, or federal agencies. from other governmental entities of ermit is verification that I will notify the owner of the property of the requirements of Florida AcceptancepLien Law, FS 713. er The Cityof Sanford requires payment of a plan review fee. A copy of weeexecuted re reserve theright tocontract is. calculateiredinthetocalculate a plan review charge. If the executed contract is not sub Hutt , documented pla n review fee .based, on past permit activity levels. Should calculated cges our p exc construction value when the executed contrermiteed efees when the act is submitted, credit will be permit is released. lo if Owner a ... —r ....................... Owner/Agent is X. Personally Known to Me or Produced ID _ Type of APPROVALS: ZONING: - Voq ENGINEERING: COMMENTS: Date signature f Conm"actor/gent Printtractor/ Agent's Name fz Signature of N o[a tpeooepiie opooDate ppppppaopppeoppoopap,p DONNA M. PELOSO 7-4%, Comm# DD0811247 S Expires 1/ 26/2010 f rr.o Banded thru (800)432-4254` FVarde Nots.+Awzn., Inc ' eaeaa aecaeoeeeeeaeaaaeeeeeeeapau..... aaaoag Contractor/Agent is Personally Known to Me or Produced ID Type 0 UTILITIES: WASTE WATER: FIRE: BUILDIlv - qV CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION EZ6<0 Application No: 0 Documented Construction Value: $ Job Address: L) k-l-) V1, C_e (U Historic District: Yes No Parcel ID Description of Work: Plan Review Contact Person: Phone: Name Street: City, State Zip: Zoning: Title: Fax: E-mail: Property Owner Information Phone: Resident of property? Contractor Information Name/ Q-,, s Phone: Street: City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Building Permit Fax: State License No.: -° 3 uu 1 to d Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Square Footage: Construction Type: No. of Dwelling Units: Flood Zone: Electrical_ New Service — No. of AMPS: Mechanical (Duct layout required for new systems) No. of Stories: Plumbing 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 COMMENCEMENT MAY 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 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 applied to your permit fees when the permit is released. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Signature of tractor/Agent Date Print Contractor/Agent's Name 9r&]U, ignature of Notary -State of Florida Date DEBBIE BLANTON Z+ \4Y COMMISSIONS DD629096 FoF FIXPIRES,Fabmiry25,01Y V I-NOa3-NOTARY FI. Notary Dismount, sso, Co. e.w l.P!a.Aw,. w Contractor/Agent is r ally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11.08 w r FUTRELL CUSTOM POOLS, INC. P. O. BOX 471117 Lake Monroe, Florida 32747-1117 LIlVIITED POWER OF ATTORNEY Date /11 / D 7 I hereby name and appoint to be my lawful attorney 1 in fact to act for me and apply to the building department for a a o rrrl permit for work to be performed at a location described as follows: Tax Parcel number: -33 - / 7 - 3 0 - - o o o o , 6 -13 a Lot Block Subdivision / o J M SGn D v Fes. 3-) 7 7 Address of Job) S 0 An 61 G's Q b D de -" Owner of Property and Address) and to sign my name and do all things necessary to this appointment. Dina L. Futrell CPC 048243 Type or Print Name of Certified Contractor and License Number e of Certified Contractor Acknowledged: State of Florida, County of Seminole Sworn to and subscribed before me this day of GG 0 i e1z_ , 200-c?' byI rJ L.. y'7e.es''t— who is personally known to me /who produced as identification and did not take an oath. r_-- c 0000ppc G o oppo0 9y0000y0000090o o 0600fM00009 BBlif/®®I fIV1 M. ! EL®S® v Comrn# DD0511247 Seal) ,'"` rare. ,nsno, o Notary Public, State of Forida a _: S - S { Bonded thro ry Assn., 4254 A Q; o Florida Notary Assn. Inc My CommissionExpires............ eu....eau...........eeeem Signature wol V, P.O. Boy; 471117 Lake Monroe, FL 32747-1117 Phone 407-323-4223 Fax 407-323-1303 State Certified CPC 048243 BUILDERS CONTRACT Propos Street: City, S1 Phone: We hereby submit specifications and estimates for a swimming pool of 4" Gunite construction with 3/8" steel rods on 12" centers building to local and state codes. POOL -i Size: _ ( Z Type: ' _a N EV Depth: Spa: Aj 0 Underwater Light: E Filter System V E uipment: Skimmer: / Pump: I- To S C-/ Zap ool decktn acrylic/=Xz AstandardCSteps: 2} Tile: G ( (o Poo nterior Finish: or upgrade dk q ff-TZ -- Grout white ELECTRICAL WORT{ Auto controls: NO Al A ACCESSORIES Child Fencer Salt Generator Blower:Al U SAM Light: Fiber Optics:] l—Beach Area: A & A Quickclean: V4!:S ES Therapy Jets: n% ZZ C* _ Swim out: Polaris: SCREEN ENCLOSURE - DOME DESIGN QWhiteorBronze: LcJ liL= ioc> 2 Fc, A) % awl iy XV N Z e: 7 Rewiring house:_ A) L Plarrts removed: Al 0 Power Lines moved: /i/6 Rerouting sprinklers, etc & d Phone Lilies moved: _Resodding: — Replace Sidewalk: A) _Rough Grading of ground: ` — Replace Driveway: Remove Trees: _-- Breakout Concrete: oAj D Owner shall provide access route to pool construction area, electricity and water. GUARANTEE: FUTRELL CUSTOM POOLS, INC guarantees the pool for one year against all defects, materials and workmanship. Lifetime guarantee on pool gunite shell against cracking due to failure of workmanship or materials. Hair line cracks in acrylic deck are not covered.. We propose to furnish material and labor complete in accordance with the above specifications for the sum of: PAYMENT TO BE MADE AS FOLLOWS: 20% dig & steel, 30%gunite, 20% Rough deck, fly% finish plumbing, 10% pool finish, 5% upon pool completion le after permit is applied for. DATE: L 1 Note: TI'us proposal may be withdrawn by us if not accepted within three days. Futrell Custom Pools, Inc. will not be responsible for anything not specified on contract. Not responsible for delay beyond our control.. r' Permit No I S ~ aooe, lAo Tax Folio No. NOTICE OF COMMENCEMENT State of Florida County of Seminole The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. the property, and street address if available) q3 CroW h e L h ` r\ 11. Description of property: (legal description 2. 3. Q C4 5. IIIIIIIIIIII11111111IiIIIII111if111II1111N1 11) MARYANNE MOR5E, CLERK OF CIRCUIT COURT SEMINOLE COUNTY RK 07305 Rg 04591 Q pg ) CLERK' S. ;# 200914z57,4 RECORDED 12/17/2009 1006144 AM RECORDING FEES 10.00 RECORDED BY T Smith General description of improve me t. o Owner information: Name: c rif I a r e Address: ( & / ( 2 it e t,)v, C—, fe ,) 4 so h Interest in property: Name and address of fee simple titleholder (if other than Owner): Name: Address: - Contractor Name: r I +s o f a e, Address: - P, D Y / Surety Name Address: b. Amount of bond: $ 6. Lender: Name: Address: L 77/ Phone number: 1E Null CERK F C1R 1 N3Y b. Lender' s phone number: Ta. Persons within the State of Florida designated by Owner upon whom notices or other provided by Section 713.13(1)(a)7., Florida Statutes: Name: Address: 8. a. In addition to himself or herself, Owner designates 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 date is specified) of sa d Z609 to receive a copy of the year from the date of recording unless a different 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 Lture yi caner or Owners Authorized Officer/Director/Partner/Ma er Sign ory's Title/Office r The foregoing instrument was acknowledged before me this `"day off, year , by (name of person) as (type of authority, ... e. g. officer, trustee, attorney in fact) for (name of was executed) . 93 M. PEL®SO Cornmi1 DD0511247 cal"--yv . t ` SEAL :•• «$ Irzarasn a iordcY thou (5;,0'r4J7-d25 t Signature of Notary Publi ticaa_aaesaaueetaaaueeueueaeaeo-coeuea.aeo-oese3 Personally Known OR Produced Identification Type of Identification Produced Verific tion pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that f is sta in he b estofmy knowledge and belief. C i r Signatur f Natural Person Signing Above Rev. date 3/2008 LIMITED POWER OF ATTORNEY I hereby name and appoint . D /A719- 64K 12 of Futrell Pools to be my lawful attorney in fact to act for me and apply to for an electrical permit for work to be performed at a location described as: Parcel # Section Township Range Lot Block Subdivision (_ Fp l C UVt Dcl V l S/orb e,j"'z Wa v vQ Owner of Property and Address) And to sign my name and do all things necessary to this appointment. Brian Keith Miller EC-13001686 Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number Signature of license holder The foregoing instrument was acknowledged before me this day of 2009 by Brian Miller who is personally known to me and who did not take oath. State of Florida County of Volusi o 4Y uc,, iac,t: ry Public State of Florida Jean Stooksbury tell f{ Sbury i"J" Commis -ion L1DT19165 rF ,4 a Expires C9i2512011NotarPublicStateofFlorida 3—) -7`7/ Seminole County Property Appraiser Get Information by Parcel Number Page 1 of l 1 TCI.GTC. 0-D JOHNSON, CFA, ASA Tf'P 7 PROPERTY APPRAISER Ttl 11 SEMINOLE COUNTY FL. 1101 E. FIRST ST f - - SANFORD,FL32771-1468 407 - 665 - 7506 1 t; ' l ricY VALUE SUMMARY VALUES 2010 2009 GENERAL Working Certified Value Method Cost/Market Cost/MarketParcelId: 33-19-30-50S-0000-0430 Number of Buildings 1 1Owner: CASUCCI ANTHONY J & MARGARET A Depreciated Bldg Value 140.125 152.395MailingAddress: 161 CROWN COLONY WAY Depreciated EXFT Value 0 0City,State,ZipCode: SANFORD FL 32771 Land Value (Market) 28,000 28,000PropertyAddress: 161 CROWN COLONY WAY SANFORD 32771 Subdivision Name: CROWN COLONY SUBDIVISION Land Value Ag 0 0 Tax District: S1-SANFORD JustlMarket Value 168,125 180,395 Exemptions: 00-HOMESTEAD (2008) Portablity Adj 0 0 Dor: 01-SINGLE FAMILY Save Our Homes Adj 0 0 Assessed Value (SOH) 168,125 180.395 Tax Estimator 2010 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 168,125 50,000 118,125 Schools 168.125 25, 000 143,125 City Sanford 168,125 50,000 118,125 SJWM(Saint Johns Water Management) 168,125 50,000 118,125 County Bonds 168,125 50,0001 118,125 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES 2009 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 20 Tax Bill Amount: 2,737 SPECIAL WARRANTY DEED 01/2004 05188 0487 $159,500 Improved Yes T2009CertifiedTaxable Value and Taxesa WARRANTY DEED 08/2003 04985 0279 $640,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: I PICk... - LOT 0 0 1.000 28.000.00 $28,000 LOT 43 CROWN COLONY SUBDIVISION PB 61 PGS 76 - 78 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New Building 1 SINGLE FAMILY 2003 9 1,120 2.694Sketch 2,250 CB/STUCCO FINISH $140,125 144,832 Appendage / Sgft GARAGE FINISHED / 420 Appendage / Sgft OPEN PORCH FINISHED / 24 Appendage I Sqft UPPER STORY FINISHED / 1130 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. if you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=3319305QS00000430... 12/ 10/2009 PLANS EVIE E CITY OF Permit# Residential Swimming Pool, S[MINOLI COWY Spa and Hot Tub Safety ActFLORIDANATURALCHOICE Notice of Requirements We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at Ao / C`ro wh Coo oh n • , and hereby affirm that one of the following methods will be used to meet t e requirements of Florida Statute in Chapter 515. 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); All doors and windows providing direct access from the home too 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, devises with release mechanisms placed no lower that 54" above the floor or deck; I (We) understand that not having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will be considered as committing a misdemeanor of the second degree, punishable by fines up to $500 and/or up to 60 days in jail as established in Chapter 775, F.S. Contractor's Name & Date Own is Name & Date D 7 Co e I-cto e PLAT OF BOUNDARY SURVEY for: MARONDA HOMES, INC. DESCRIPTION: LOT 43, CROWN COLONY SUBDIVISION RECORDED IN PLAT BOOK 61 PAGE(S) 76 thr'u 78 PUBLIC RECORDS of SEMINOLE COUNTY, FLORIDA .10 T R A C T' D'- CON5ERVATION AREA CALCULATED 5GO019154V GO.2'T 0 am y CT LOT 44 It 0 N Z GO.c/G P/J,lJ C1 R=50.00' 0 =26' 1617" ARC=22.96' CH.=22.75' ti CH*BRG_= ti D N7'8°50'33"N v O so, N v n/ m S YALW.0.00f B]iN16BWAS IHC. 0.00f OVE0.INMl Go`4121 7.95 2(•a4 coNG 1 9- as 1 12.09 1 N1, O 0 Z 20, a 5' 1 a 20' GRAPHIC SCALE. LOT 42 CERTIFIED TO: Anthony J. Casucci Irwin Mortgage Corp. Kampf Title & Guaranty Corp_ Adnoram Title Company,Inc. Chicago Title Insurance Co. 1 D / od NOTES: hp FLOOD CER7IFI CA 11ON 1. BEARINGS ARE BASED ON THE CEN TERLINE OF CROWNBASED ON THE FEDERAL EMERGENCY GROWN COLONY WAY BEING S7270'19"W 1 : 1 MANAGEMENT AGENCY FLOOD INSURANCE Z UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS I RATE MAP, THE STRUCTURE AND FOOTERS HAVE NOT BEEN LOCATED. COLONY WAY SHOWN HEREON DOES LIE IMININ I ELEVATIONS ARE BASED ON NATIONAL GEODETIC THE 100 YEAR FLOOD HAZARD AREA VERTICAL DATUM OF 1929. THIS STRUCTURE LIES IN ZONE " A ". 4. BUILDING TIES ARE TO FOUNDATION.. RADIUS POINT g722aI91N f:j:3u&Ip COMMUNITY PANEL NQ 120289 0040 E 5. BUILDING TIES ARE NOT TO BE USED TO EFFECTIVE DATE: APRIL 17, 1995 CONSTRUCT DEED OR PLATTED LINES. C 3 l 44 MAP REWSION DATE: 6. BEARINGS AND DISTANCES.SHOWN HEREON ARE SUBJECT TO CHANGE) MEASURED AND PER RECORDED PLAT UNLESS OTHERmSE NOTED. THE UNDERSIGNED AND CAVONE. INC LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. ABBREWA RONS/LEGEND: Q FOUND 1 114" IRON PIPE (ES 2005) 0 FOUND IRON ROD 0 FOUND IRON PIPE FOUND CONCRETE MONUMENT NO. -NUMBER P.T.-POINT OF TANGENCY CONC-CONCRETE WE. - WALL EASEMENT R.-RADIUS P.I.-POINT OF INTERSECTION L.S.-LAND SURVEYOR P.R.C.-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT CH. -CHORD P.C.-POINT OF CURVATURE O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE U.E.-UTILITY EASEMENT ARC -ARC LENGTH L.B.-LICENSED BUSINESS CH.BRG.-CHORD BEARING S.".E.-SIDEWALK & UTILITY EASEMENT D.U.&SE.-DRAINAGE, UTILITY & q CENTERLINE A/C -AIR CONDITIONER PAD ADELTA (CENTRAL ANGLE) D.&U.E.-DRAINIAG£ & UTILITY EASEMENT SIDEWALK EASEMENT A VONE, INC. LAND S ffl C)RS AND A/APPERS 300 SOUTH RONALD REAGAN BOULEVARD LONGWOOD. FLORIDA 32750-5499 TELEPHONE (407) 830-9080 FAX No. (407) 339-3636 E-MAIL: CAVONE O CFL.RR.COM W.O. STAKE LOT Z,003- /11ZO W.O. STAKE HOUSE W.O. FOUNDATION e!23- /(oZ8 3 W.O. FINAL_t A DOMINICK F, CAVONE - PRESIDENT FLOWDA SURVEYOR & MAPPER NUMBER 2005 LICENSED BUSINESS NUMBER 5073 W.O. FORM CHECK - W.Q RECERT RECERTIFIED FINAL LOCATION FOUNDATION LOCATION Z Z • ZOa3 FORMBOARD LOCATION STAKE HOUSE 9-Z2-o"25 IARe LUI 1 F}-,c 4Cyzf LOT by CHIP FILE: CROWNCOL43.DMG 680.26 ARTICLE 680—SWIMMING POOLS, FOUNTAINS, AND SIMILAR INSTALLATIONS ARTICLE 680 — SWIMMING POOLS, FOUNTAINS, AND SIMILAR INSTALLATIONS 680.27 Wiring Methods. Feeders shall e . A b Installed ' g in rigid metal conduit, intermediate metal conduit, liquidtight flex- ible nonmetallic conduit, rigid polyvinyl,chloride«conduit',' or reirifor`ced' ther'mo`settin "'`resin:condu`if-I Electrical metal- lic tubing shall be permitted where arinstalled on or within a building, and electrical nonmetallic tubing shall be permit- ted where installed within a building Aluminum conduits. shall`"not be permitted in-' the pool area where subject to Exception: An existing feeder between an existing remote panelboard and service equipment shall be permitted to run in flexible metal conduit or an approved cable assembly that includes an equipment grounding conductor within its outer sheath. The equipment grounding conductor shall comply with 250.24(A)(5). B) Grounding. An equipment grounding conductor shall be installed with the feeder conductors between the ground- ing terminal of the pool equipment panelboard and the grounding terminal of the applicable service equipment or source of a separately derived system. For other than (1) existing feeders covered in 680.25(A), Exception, or (2) feeders to separate buildings that do not utilize an insulated equipment grounding conductor in accordance with 680.25(B)(2), this equipment grounding conductor shall be insulated. 1) Size. This conductor shall be sized in accordance with 250.122 but not smaller than 12 AWG. On separately de- rived systems, this conductor shall be sized in accordance with Table 250.66 but not smaller than 8 AWG. 2) Separate Buildings. A feeder to a separate building or structure shall be permitted to supply swimming pool equipment branch circuits, or feeders supplying swimming pool equipment branch circuits, if the grounding arrange- ments in the separate building meet the requirements in 250.32(B)(1). Where installed in other than existing feeders covered in 680.25(A), Exception, a separate equipment grounding conductor shall be an insulated conductor. 680.26 Equipotential Bonding. A) Performance. The equipotential bonding required by this section shall be installed to reduce voltage gradients in the pool area. d B) Bonded Parts. The parts specified in 680.26(B)(1) through (13)(7) shall be bonded together using solid copper conductors,Ninsulated covered x,oi-;bare, -:notsmaller ;tl;ari 8 AWG.orwvth ri'iet ``c riduit of: brass or,otfier= den. tified corrosion resistant metal Connections" to . bonded larger solid copperbonding: conductor provlded to educe voltage gradients m the pool area shall not be regwred to be extended" or attached' tb iemote `an`elboar s; service e uI _ went 6r electrodes 1) Conductive Pool"Shells. s.( s. Bphe) d(1s).• (sbb) alltPboe uPrerodvidceodncarsetes P eB cnconcete` boinfine dceudiKimwn tfti6oc8a0clprayed"ocreteandloya2ni6nvd(tuaBepcd)pto( ilv1ie)re(. dpao) lao:ooshrri i d" ueto water permeabihty and porostym Vinyl lmersuandfiberglasscomposite shells shall qbeconsidered to Pbenone a) Structural RecnforcmgSteel wUnencapsulated strc encapsulat dqm a nonconductivte comp ound,a. coppe>con ductor > gnd w shalI be installed m accordancewith 680 26(Bj(1)(b}i b) Copper Gondcctor Grid A copperconductor grid shall be provided and shallcomply with (b)( 1) tlu'ough 1) Be construcfed of inlmmuin, 8w AWG bare;: solid, copper 2) Conform toFthe contour of ;the pool and.the p oldeck 3) Be arranged i a 300 mmp (12 m )by 300' min (12 m 4) sl SQTmm 6n from the outer contour of'thee ool shell 2) Perimeter Surfacses ThKpenrneter surface shall ex i tend for l m (3 ft) horizontally beyond the?"uiside walls Hof the pool_andshall include unpaved7surfaces ash well; as points:shall not be feouii?:d a) Structuraal Remforcang Steel Structural remforeirg steel shallbee bonded m accordaance with"80 26(B(" 1)(a)1 b) Alternare Means Wherestructural Teinforcm""gsteel 1) 2) The conductors shall follow the cogntour of the': penm eter; urface 3) Onlylistespl> cesshall be,permited 4 The_ aired conductor shall be 450 to 600 min.° 18to 24 i"i froi .the. reside walls of :Elie ooL Y 5) The"re aired conductor shallIr e, sec red ,within. or, aip derahe penineter.surf ace" T00 min-,to150 mm 3 Met" III '' `°in " "neii ". All' : `arts of.`" tlie ool' O a c Co o is _ . P. . P P s`t'riicture includin " reinfor'cin :_ metalnot - addressed in ing sj'5_ µ "hall not be required to be bonded: 4) Underwater Lighting All metal` forming, shells and nounhng brackets of no nichelumtnaires shall be bonded; Exception: 5) Metal Flttings All' metah;fittingsµwithin or attached: to the pool structure shallbe borided Isolated „ parts that are not over 100 inm (4in) m any dimension and do, snot shall not require bonding; 6) Electncal Equipment Metal parts of electncal equip`, ment associated with the_ pool water circulaT ngsystem including pump motors and metal parts of equipment asso dated with pool covers including electric motors, shallybe bonded``,.. Exception Mercd parts of lasted eq`uipment' i orporafing an approved system;. of double aaasulataon shall atot be a) Double: Ihsuii ed, Warer ..PumpsMotors " Where µa provisons of;tlis rule,'a solid8 AV G copperaconductor of sufficient length toumake a bonding connection to arepla e inert motor shall be ex`tended;`from: ahe bondin rid:ito;an Wherethere is no connection between the s_wimmiitg pool bondingfgnd and thewpment grounding system.foi the prerriises this•bondmgconduceor shallbe coiuiected to the equipm„ent grounding conductor of the motor:circuit. b) Pool Water Heaters For pool water :heatersrate' d at more °than 50 amperes and _havmg specific ul t u tionsregarding bonding and grounding;' only those parts desig Hated to be bonded shall betonded and only those: parts designated to be grounded shall be gr" rounded 7) MetalµW rmgMethods` and Egmpment. 1Vletal metal parts shall be`bondedµException No. 1Those separated from the p"ool bya per,, ExceptionNo. 2: be boaclCla Exception No. 3 • Tho"se reirfer` the 37 ,m12 t "mea r sured.vertac• all ;above he rnaxtmum waterrlevel o ahe,aoL. tower's,r or: la orms a or an. diyan .-structures shall: not;°be C) Pool, - Water. Anarifenrional'=bondof,.a minimum con,=e dpchve surface area of 5806 min2 ( 9 in 2---shall be installed ie contact wlth the pool water Tlis bond `shall be permitted h vv to-`consi"t of. mart tat re'"r' u"`"" 68026 B. 680.27 Specialized Pool Equipment. A) Underwater Audio Equipment. All underwater audio equipment shall be identified for the purpose. 1) Speakers. Each speaker shall be mounted in an ap- proved metal forming shell, the front of which is enclosed by a captive metal screen, or equivalent, that is bonded to, and secured to, the forming shell by a positive locking device that ensures a low -resistance contact and requires a tool to open for installation or servicing of the speaker. The forming shell shall be installed in a recess in the wall or floor of the pool. 2) Wiring Methods. Rigid metal conduit of brass or other identified corrosion - resistant metal, liquidtight flexible non- metallic conduit (LFNC-B), rigid polyvinyl chloride con=a duit; or reinforced-thernio"sett „ ' resin conduie shall extend from the forming shell to a listed junction box or other enclosure as provided in 680. 24. Where rigid polyvinyl chloride conduit, reinforced thermosetting resin conduit; or liquidtight LLflexible nonmetallic conduit is used, an 8 AWG insulated solid or stranded copper bonding jumper shall be installed in this conduit. The bonding jumper shall be ter- minated in the forming shell and the junction box. The termination of the 8 AWG bonding jumper in the forming shell shall be covered with, or encapsulated in, a listed potting compound to protect such connection from the pos- sible deteriorating effect of pool water. 3) Forming Shell and Metal Screen. The forming shell and metal screen shall be of brass or other approved corrosion -resistant metal. All forming shells shall include provisions for terminating an 8 AWG copper conductor. B) Electrically Operated Pool Covers. 1) Motors and Controllers. The electric motors, control- lers, and wiring shall be located not less than 1.5 m (5 ft) from the inside wall of the pool unless separated from the pool by a wall, cover, or other permanent barrier. Electric motors installed below grade level shall be of the totally enclosed type. The device that controls the operation of the motor for an electrically operated pool cover shall be lo- cated such that the operator has full view of the pool. FPN No. 1: For cabinets installed in damp and wet loca- tions, see 312.2. FPN No. 2: For switches or circuit breakers installed in wet locations, see 404.4. FPN No. 3: For protection against liquids, see 430.11. 70- 566 NATIONAL ELECTRICAL CODE 2008 Edition 2008 Edition NATIONAL ELECTRICAL CODE 70-567 SCREEN ENCLOSURE: BRONZE ' HITE OFF SITE BID PER LEVEL CONDITION rC3 V) C it SWIMOUT 4 F CANTILEVER DEC DUEL MAIN DRAII TO CODE SCALE: 1/8" = 1' AUTHORIZED SIGNATURE: 40 ft. u 01, 16 CHILD PROOF FENCE REQUIRED BY LAW DECK SQ. FT.: 14 qe POOL SQ, FT.: `3 C-f BRONZE SCREEN WHITE ROOF PANS N v+ e 1 I A O 5F 3FT4 8 4 i I 2.5 3" ALUM. ROOF 2 FANS BEAMS INC. I ROOF OVER HANG HOUSE 40 ft. Futrell Custom Pools phone: 407-323-4223 Designed ;)y: , PO Box 471117 Terry Futrell Lake Monroe FL 32747 Fax: 407323-4223 12/10/2009 BEACH AREA J v 1, POOL SHAPE: I C ` REF NO.: 2. SPA: ' f 3. SIZE I x I Z x 2 g DEPTHS: 3 TO: S 4. TILE: % 6 S. ACRYLIC DECKING: 1/ e_ S 1 I f C o/ U t2-- /S g Al cl b8. PAVERS: /v 7. CAPACITY: 3 y S gr LI- GALLONS: r O- 3 Z Z 8, FILTER TYPE: G c Y'-'C 80. FT.: 9. RAILS: LADDER: GRAB: 10. UNDERWATER LIGHT_j1G VOLTS: ! 1 J WATTS t ' 11. JUNCTION BOX: f//c' 12. POOL HEATER: 10, AJ 13. HEAT PUMP: r r 14. A & A QUICK CLEAN: - 2 Ai o15. AUTOMATIC CONTROLS: 16. SKIMMER: 17..INLET FITTINGS: A f A E 4 N It MAIN DRAIN: -T-6 c v J(/ :} NO. OF JETS:1 iJ19. HYDRO JETS: SG T 1 S Iy20. CHLORINATOR:_ 21. TIMER: S 22. POOL FINISH: 23. TEST KIT' 24. BRUSH 3 POLE: 25. UNDERWATER VAC.: 26. H09E FOR VAC: 27, POOL SWEEP (POLARIS): 28. CHILD FENCE: 29. 30, SCREEN: f 5 31. HAUL DIRT. S 32. TRASH HAUL 33. OTHER: " FUTRELL CUSTOM POOLS, INC. CPC048243 STATE CERTIFIED NAME /11QiuLJ I_'t ADDRESS \ C ILo C o I n N CITY G Rl LOT a SUB C I-U w % GO I 0 fq l% Lk -=--- C'c"" GENERAL NOTES 1. For pool plan, sae, deck, and special details, see Contractor's ,Pool Plan. 2. Pod Walla shall be 5' thick and Floors shag 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 Pod constriction shall comply with Florida Building Code Building 2007 and Florida BurTdmg 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 Spos, ANSI/APSP-7 American National Standard for Suction Entrapment Avoidance In Swimming Pools, Wading Pods, Spas, Hot Tubs and Catch Basins and the Latest Adopted National Electric Code (NEC). 4. All Pod 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 shop be 13 bars at 12" on center in each direction, w/ 15" lop joints in walls and floors up to 6'. Over 6' use j3 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 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 18 Copper Wire to be run internally and extemally with the NEC approved PVC Light Conduit form the Light Niche to the Junction Box. Completion of the pool grounding to the Electrical Panel Ground to be by Electrician. 7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not separated by a permanent barrier, if within 5'-0" Horizontally from Water and 12'-0" Vertically of Maximum Water Level. 8. Equipotential Bonding to be accomplished in accordance with Article 680 of the Latest Adapted National Electrical Code (NEC). 9. Pod 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 bockfilled with acceptable material and properly compacted. Where unsuitable Material cannot be removed, the pod 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 Strictures. 11. The Design Engineer assumes no responsibility for pool construction in Easements or Required Setback areas. Pool Contractor and/or Owner shop 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 Pod Area. 14. If a water supply is provided, a minimum 3" Atmospheric Break will be provided. 15. All Structural, Fdtration and Electrical details outlined in these drawings also relate to Spa Construction. 16. All Pod 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. 5 FILTER SYSTEM 1 LAIN DRAW LINE 2 SKIMMER LINE 3 WASTE LINE 4 RETURN LINE 5 PRESSURE CLEANING LINE (OPTIONAL) A HAIR & LINT STRAINER B RECIRCULATION PUMP C FILTER D IN-UNE CHLORINATOR OPTIONAL.) E HEATER (OPTIONAL) R192 6' WATER >> COPING t LINE TILES r i POOL DRAIN COVER/GRATE MUST CONFORM TO r 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 IOC GRID AT THE ITULONGDINAL EST POW 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 REBARS. 14' MIN. SOILS NO VOIDS) SWIM —OUT DETAIL r DECK OVER 8" BRICK 1-#3 BAR CONT. IN 5- THK WALL 4'-0' JUNCTION BOX USE 2-#3 BARS CONT. IN 8"x8 BY OTHERS) V9NE. BOND BEAMS) WATER TO TRANSFORMER AR LINE OTHERS) 2-3 BARS N 5" L—BEAMmCONT. IN OND 8'X8" BOND BEAM 5• I MARBLE PLASTER U.L APPROVED 120 VAC/30OW POOL LIGHT W/ GFI OR 12V/400W MAX. POOL MIN. U¢" COVER FINISH LIGHT W/ LOW WATER CUT-OFF IN U.L OVER ALL BARS APPROVED GREY PLASTIC FORMING SHELL SEE NOTE 15) APPROVED W/ 18 AWG BONDWIR ALTERNATE BEAM STEELTEX (OPTIONAL) 13 BARS 0 12' O.C. EACH WAY FINISH DETAIL POOL STRUCTURAL DETAILS DISTANCE LESS NEW OR VARIES 18' THAN 1 ON 1 1 EXISTING SEE SEAT COPING STRUCTURE weTru PLAN T J3 BARS 0 12" O.C. EACH WAY 6* WALL - THICKNESS MARBLE PLASTER FINISH TYPICAL WALL AND FLOOR WITHIN SPILLWAY PER 66 GLASS -BLOCK ANGLE OF REPOSECONTRACTORSPOOL[ZLI;YIN 2,500 psi COPING PLANCEMF SPECIFIED) i—WATERLINE TILES I5" THERAPY LINES ao 4• RETURN o LINES GUNITE 2)8'0VORTEX BARS 0 REBOUND O.C.E.W. DRAINS SEPARATED BY 3' SPA STRUCTURAL DETAILS INITERKOR POOL FINISH 4-13 REBAR 0 12' 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 SWILL BE CONSTRUCTED TO 6' THICKNE THE STEEL MAT AND THICKER SHELL WALL SHALL EXTEND ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN THE MINIMUM REQUIRED AS DETERMINED BY THE 1 ON 1 + 1 METHOD. PLAN EXPIRES 1 YEAR FROM THE SIGNATURE DATE OR THE EFFECTIVE DATE OF A MAJOR FLORIDA BUILDING CODE CHANGE WHICHEVER IS SOONER Date GO"D N.H. S*PA ON, P.E. FL PE # 193 672 N. S.e?moran Blvd., Ste 204 Orlando FIL 32807 Office (407) 275-1099 Fax (407) 275-1015 LADDERS ARE TO BE CROSS BRACED PER ESCUTCHEON MANUFACTURERS SPECS 3 PLATE S.S. LADDER POOL DECK v WATER * SUP RESISTANTF.18 JOINTS AS TREAD SURFACEWEDGE REQUIRED ANCHOR LITIONAL CONCRETE REQUIRED FOR 3" MIN. TO 6' MAXRDY INSTALLATION BETWEEN TREAD, SOLID, COPPER AND POOL WALL RUBBER_ CONDUCTOR TO SHELL BUMPER REINFORCING TYPICAL LADDER DETAIL r 8 AWG COPPER WIRE TIME TO SERVICE CLOCK SPST TOGGLE W.P.. SWITCH DISC. 4'-0' -- JUNCTION 12V POOL BOX TRANS. DECK T" ALL ELECTRICAL WORK SHALL CONFORM WITH ART. 680 OF THE 3 112 IN 1i LATEST ADAPT NEC. CONDUIT 12V/40OW MAX. POOL LIGHT W/ LOW WATER CUT-OFF OR 120 VAC. W/ GFl PER NEC. ELECTYICAL DIAGRAM Drawn By: A R PATTON do SpecioUng in Associates, Inc. Residential and Commercial 407) 977-1892 Pools, Fountains and Features 3424 West 1s' Street TICISIl lll Sanford, FL 32771 Futrell (407) 323-4223 Custom Pools CPC048243 RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION DRAWING FOR CITY OF SANFORD Scale: None Rev 7 — 11/18/09 9. 10. 1. 2. 3. 4. 5. TURNPOWN NOTES Detail is based on NO surcharge behind the Tumdown 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. Turndown shall bear on Rock. Clean Sand or Structurally Sound Sods (>1500 PSF) that shall be compacted to provide Optimum Bearing Capacity and prevent Settling or Shifting. All Reinforcing Steel is to Conform to ASTM 615, Grade 40 Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of 2,500 PSI. All Constriction to Conform to Florida Budding Code Budding 2007, Florida Budding Code Residential 2007, together with 2009 Revisions. Refer to Contractor's Plan on file with the Budding Department for Details on Turndown Location. 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 wig have a 13 Rebar tied into the 15 Rebar in the base of the Vertical Pour. A Deck Turndown is NOT intended to be a substatuts 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. 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 Tumdown Length or the Finished Grade Slope exceeds steeper than) 4' Horizontally and 1' Vertically, a Turndown should not be used. 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. 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 Structurck 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 Bride 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. 1—#3 BAR CONTINOUS COMPACTED CONCRETE ADE POOL DECK 1—#5 BAR VERTICALLY AT 36" ON CENTER zm PROPOSED FINISHEDQGRADE (COMPACTED) 1—#5 BAR CONTINOUS . z ST 4 MIN. 1 B 4'0 CONCRETE PILASTER . AT 5'-0' ON CENTER WITH q EXISTING 1-13 BAR VERTICALLY Na GRADE 14-1 1—f CONCRETE DECK TURNDOWN PROPOSED CONCRETE FINISHED POOL DECK GRADE NO FOOTER 3 BAR CON71NM 1-#5 BAR VERTICALLY AT 36' ON CENTER LA = 12' MAX. N xA(9' PROPOSED FINISHED GRADE (COMPACTED) m 4 MIN. 11 8 4'4 CONCRETE PILASTER AT 5'-0' ON CENTER WITH 1-#3 BAR VERTICALLY 4K I1=Y I r" PAVER DECK TURNDOWN PROPOSED CONCRETE FINISHED POOL DECK GRADE 7 8' 1-#5 BAR CONT 8" x 8" FOOTER BRICK PAVER POOL DECK SEE PAVER DECK TURNDOWN DETAIL FOR INFORMATION NOT SHOWN PAVER SECURED TO TOP OF TURNDOWN BY PAVER INDUSTRY STANDARDS ALTERNATE PAVER ON TURNDOWN A = 12' B-N4xA(9' 1-#3 BAR CONTINOUS 1=#5 BAR VERTICALLY AT 36' ON CENTER 1-#5 BAR CONTINOUS BRICK PAVER POOL DECK ALTERNATE PA VER LOCATION CONCRETE CONCRETEPROPOSEDPOOLDECKPROPOSEDPOOLDECK 9 , FINISHED FINISHED Drawn By: A R PATTON do *cializin to GRADE GRADE Associates, Inc. Residential and Commercial 0 (407) 977-1892 Pools. Fountains and Features 12' 2-#5 BARS CONTINOUS 2-#5 BARS CONTINOUS 12' 8" x 12" FOOTER 12" x 12" FOOTER ITr tas ll 3424 West i Street A = Sanford, FL 32771 Futrell (407) 323-4223 Custom Pools CPC048243 DEC 112009 Dote I N H. SHEP R SO ', P.E FL PE # 1933, Semoren Blvd., 204 Orlando FL 32807 Office (407) 275-1099 Fax (407) 275-1015 RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION DRAWING FOR CITY OF SANFORD Scale: None Rev 7 - 11/18/09 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. SIified 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:.. x /-/ x 7.4.8 (gal./cubic foot) = It 3 surf. Area) (Avg. Depth) 2. Determine preferred Turnover Time in hours:_ x 60 (min. / hr.) - Hours) (Turnover in min.) 3. Determine Max Flow Rate: 10 3 3-).- / 3& 0 =__)g69 + O 'J Vol. in gal.) (Turnover Wins.) (Pool Floe Rate) (Feature Far, Rate) (System Floe Rate) 4. Spa Jets: O x O gpm per jet = C!!) flow rate. No. of Jets) (Jet now) (Total Jet Floe 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 Pipo Sues: Branch Piping to be inch to keep velocity A 6 fps max. at 134 gpm Maximum System Flow Rate. Trunk, Skimmer & Suction Piping to be inch to keep velocity 0 8 fps max. at 11 ,-7 gpm Maximum System Flow Rate. Return Piping to be inch to keep velocity 0 10 fps max. at gpm Maximum System Flow Rate. Determine Simplified TDH: Distance from pool to pump in feet: -3 2. Friction loss (in suction pipe) in vZ inch pipe per 1 ft. 0 / % V gpm = e • O from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in oZ inch pipe per 1 ft. 0 /03 gpm = D- /4 from pipe-.flow/friction loss chart) 4. 3.3 x 0.02 =a 9 Length of Suct. Pipe) (Ft of head/1 ft of Pipe) (TDH Suct. Pipe) 5. 3 a_x © - I =s > Length 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): v ct + It *le rl++G Y- Total all other loss: Selected Pump and Main Drain Cover. 3 , 4P Total Dynamic Head 0): Pump selection S P o el , , 1 using pump curve for TDH & System Flow Rate lake and Model) Main Drain Cover a w a 7 e ( 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. I TDH Calc latiion 00ons, For each pump l Check one. imolifiedTotal Dvn9mic Head (STDHl Complete STDH Worksheet -fill in all blanks. Total Dynamic Head (TDH) Complete Program or other calcs. Fill in required blanks on worksheet & attach calculations. Maximum Flow Ca, achy 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. Insert manufacturer's name and aproved 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 Schedule 40 PVC Pipe Vellocily Per Foot Feat Per Seoond Pipe Size 6 1 8 10 fpc 1' 18 gpm 1 0.14' 21 gpm 0.23' 26 1. 37 0.08' SO 0.14 62 J112' 62 0.06' 82 0.10' 103 2.5' 68 0.05' 117 0.00' 146 OJDf 181 OAT 227 234 OAS 313 0.05' 392 6' 534 = I OM' 712 FEY— Determine the Number and TyRg ofquired In Floor Suction Outlets: Check all that apply. 3' 0" ° 2 1411 a r suction outlets 0 gpm max flow (see note 2) suction outlets 0U gpm max. flow (see note 3). channel drain 0 gpm w/C ports (see note 4) Total Head /n Feet Conversion Chart Inches Mercury (Vacuum Gauge) 0 1 2 1 4 6 1 8 10 1 12 1 14 16 1 18 0 0.0 2.3 4.5 6.6 9.0 113 110 151 18.1 203 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 1&1 20.4 22.7 2 4.6 6.9 2.1 11.4 13.7 15S 182 20.4 22.7 25.0 3 6.9 9.2 115 13.7 1&0 182 20.5 22.8 25.0 273 4 92 11.5 13.8 16.0 183 205 22.8 25.1 273 29.6 5 11.5 132 16.1 183 20.6 22A 25.1 VA 29.6 31.9 6 13.9 1&1 18.4 20.6 22.0 25.2 27.4 29.7 31.0 342 7 162 18.4 20.7 23.0 252 273 20.7 32.0 343 365 8 1&5 20.7 23.0 253 275 29-8 32.0 343 36.6 38.8 9 20.8 23.1 253 27.6 29A 32.1 343 36.6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 35.9 41.2 43.4 11 25.4 1 27.7 29A 322 345 36.7 1 39.0 412 435 45.8 12 27.7 1 30A 37-2 345 1 36.8 39.0 41.3 43.5 45.8 4&1 o, 13 30.0 32.3 34.6 1 36.8 39.1 413 43.6 459 48.1 50.4 14 323 34.6 38.9 39.1 41.4 43.6 459 482 50.4 52.7 c3 15 34.0 36.9 392 41.4 43.7 45.9 482 50.5 52.7 55.0 Iv 16 37.0 392 41.5 43.7 46.0 483 50.5 52.8 55.0 573 17 393 41.5 43.8 46.1 483 50.6 RY 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 529 55.1 57.4 59.7 61.9 19 43.9 1 46.2 48.4 1 50.7 52S 552 57.4 59.7 62.0 642 20 462 1 485 50.7 53.0 552 575 592 62.0 643 665 21 465 50.8 53.0 553 57.8 59A 621 643 66.6 689 22 50.8 53.1 553 57.8 59.9 611 64.4 66.6 68.9 712 23 53.1 55.4 57.7 592 SU 64.4 66J 89.0 712 735 24 55.4 57.7 60.0 62.2 64.5 60.7 69A 713 73.5 752 25 57.8 W.0 1123 645 669 89.1 713 73.6 75.6 7&1 26 60.1 623 64.6 66.8 1 69.1 71.4 714 759 78.1. 80.4 27 62.4 1 64.6 662 692 1 71.4 73.7 75.9 782 805 U-7 26 64.7 66.9 692 715 73.7 76A 782 805 829 85.0 29 674 693 715 73.8 76.0 783 805 8111 85.1 873 30 693 71.6 73A 7&1 783 80.6 829 85.1 87.4 39.5 31 71.6 73.9 78.1 7&4 80.7 829 852 97.4 89.7 92.0 32 731 762 7e.4 80.7 83.0 852 87.5 89.7 92.0 943 33 76.2 78.5 80.7 93.0 853 875 89.8 92.0 94.3 96.6 34 78.5 80.8 Ull 853 67.6 89.8 921 94.4 96.6 9&9 35 30.9 53.1 85.4 87.6 89S 922 94.4 M6.7 98.9 tO12 NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THIN THE, CALCULATED TDH. This form is the property of Gordon H. %mpardson, PE and may only be used in conjunction with my Residential Swimming Pool Specification Drawings or by others with nTy written permission. a -A/-09 Date on ors Contractor to Marne Contractors cent. No. on ors lelephoM 1T. DEC 112009 Date This worksheet was Created and provided By Gordon H Shepardson PE PA 672 N Semoran Blvd Ste 204 Orlando FL 32807 Off (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 3424 West 1st Street vmCullom '`` Sanford FL 32771 Futrell ( 407) 323-4223 Custom Pools CPCO48243 RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION DRAWING FOR CITY OF SANFORD Scale: None Rev 7 - 11 /18/09 The New Max -Flo II combines performance with durable, corrosion -proof materials, for an exceptional value. The cam and ramp lock -ring and lid seals with just a quarter turn and the large strainer basket make Max -Flo 11 the ideal choice for both new pool and aftermarket Installations. When you're looking for both economy and performance, specify Max -Flo II, Applications In -ground pools of all types and sizes In -ground spas Features Self -priming (suction lift up to 8 feet of water level) T6-Lock cam and ramp strainer cover are designed to seal with less than a quarter turn. Clear strainercover lets you see when the basket needs cleaning. Pressure testable to 50 psi MAXIMUM. Large leaf holding capacity strainer basket extends time between cleanings. Heavy-duty, high performance motoris designed for environments up to 122OF Elevated bass insures better ventilation for cooler running and protection from flooding. All components are molded of corrosion -proof reinforced engineered plastic forextra durabilityandlong life. Service -ease design provides easy access to -all internal components by removing on)y4 bolts. Performance Data Pump Output (GPM) vs. Total Resistance to Flow i Model No. ` (Feet of Hea d) Max Rate2t 30ft 40ft 50ft 6-0 ft 7- 0 ft SP2705X7. 61' 51' 39 12 SP2707X10 81' 71 59 43 18 - S2710X15 93 83 71 57 39 - SP27.15X20 119 10d 94 81616 - Performance Date - low speed J Pump Output ( GPM) vs. . Total Resistance to Flow Model No. ( Feet?'Head) Max Rated 5 ft 10 ft1 15 ft I Zo ft 125 ft 130 ft S.P2707X1O2 45 331 16 - - - SP271OX152 48 36 1 18 - - - ncu[ 166 ( 53 137 Overall Dimensions t V i'>.. ...... p pcernent parts see pages 119-121, Makfio 11" m HIGH PERFORMANCE PUMP SERIES a ,aly SP2707X10UN 1 H.P. Max -Flo It Pump Model' . Total . Rated Service Pipe Dim. Ctn. Ctn. Number H. P. H.P. Factor Voltage, Size A' Oty. Weight WITHOUT UNIONS: Standard Efficiency Max Rated Single -Speed SP2705X7 0. 95 3/ 1.27' 11 KOB-230 2 13 3/' 1 34 lbs. SP2707XIO 1. 25 .' 1'.0 . 1.25 115/208-230 2' 14 V' 1 37 lbs. SP2710X15 1. 65 1 !4 1.10 115/208.230 2' 15 W 1 42 lbs. SP2715X20 2. 10 2.0 1.05 115/208.230 2' 15 'A' 1 45lbs. Standard Efficiency' Mex Rated Dual -Speed SP2707XI02 1. 25 1.0 1.25 230 2' 15, 1 41lbs. SP2710X152 1. 65' 1 !4 1.10 230 2' 15 W 1 43 lbs. SP2715X202 2. 10 2.0 1.05 230 2' 16, 1 461bs. WITH UNIONS: Standard Efficiency Max Rated Single -Speed P2705X7UN 0. 95 3/ 1.27 1151208.230 2' 13 YV 1 34 lbs. SP2707XI OUN 1.25 1.0 1.25 1151208-230 2' 14 VV 1 37 lbs. r. SP2710X15UN 1. 65 1 'i 1.10 1151208-230 2' 15'W 1 42 lbs. S.2715X20UN 2.10 2.0 1.05 115/208.230 2' 15 14' 1 45lbs. Standard Efficiency Max Rated Dual -Speed SP2707XI02UN 1. 25 1.0 1.25 230 2' 15, 1 41lbs. SP2710X152UN 1. 65 1 ii .1.10 230 2' 15 W 1 43 lbs. SP2715X202UN 2. 10 2.0 1.05 230 2' 16' 1 46lbs. o,-------------------- - - - - - - -`L2-------- C Clip Art `n 0 V/ ZX Max -Flo II Pump HAYWARD 1 I DUAL SUCTION OUTLET SET f p`Wy1* fi ISDUALSWGREV D ITEM SPARE PART DESCRIPTION QT'Y 1 WGX1030Z1A SCREW SET 1.0 COVER, SUCTION 2, WGX1048E OUTLET 1,0 COVER, SUCTION 2 WG1048EW OUTLET 1.0 EXTENSION 3 WGX1153B COLLAR 1.0 1 1/2 IN PLASTIC 4 SPX1051Z1 PIPE PLUG 1.0 2 IN PLASTIC PIPE 5 SPX1053Z1 PLUG 1.0 E,M11NOLE COUIA-7^ sonY NOTE: SP 1 153AVPAK2 / SP 1154AVPAK2 2" NPT Bottom Plug SPARE SCREW SET INCLUDES SCREWS FOR SUMPS WI'I'I•IOUT METAL INSERTS. IF SUMP HAS METAL INSERTS INSTALLED ADD (M) TO END OF PART NUMBER. r WG1153AVPAK2/ WGl 154AVPAK2 I ' **.SPARE COVER INCLUDES SCREWS FOR ALL VARIATIONS OF SUMPS, WITH OR WITHOUT METAL INSERTS. ITEM SPARE PART DESCRIPTION OTY SCREW SET (8" i 1 *WGX1030ZI A ROUND 1.0 jCOVER, SUCTION 2 **WGX1048E OUTLET 1.0 COVER, SUCTION 2 **WG1048EW OUTLET 1.0 3 WGX1058C ROUND FRAME 1.0 SPARE SCREW SET INCLUDES SCREWS FOR SUMPS WITHOUT METAL INSERTS. IF SUMI' HAS METAL INSERTS INSTALLED ADD (Iv>) TO END OF PART NUMBER. WG1030AVPAK2 **- SPARE COVER INCLUDES SCREWS FOR FRAME, WITH OR WITHOUT METAL INSERTS. SEE NOTICE ON PAGE 3 FOR FIELD FABRICATED OUTLETS SAVE THESE INSTRUCTIONS FOR FUTURE REFERENCE. o J1mon J VACUUM (EXISTING PUMP) Data assumes 2" suction line (2 ''/2" for 3hp) 40' long, minimal Max Flow rates at 8 Feet Per Sec fitting, 1-2" valve and full rated pump. (Excludes North ark ¢r}tl , a hp pump 4.5 to 5.5 feet of water 1.5" Pipe, 51 gpm 1 hp pump 7 to 9 feet of water 2" Pipe 84 gpm 1 1/2hp pump 10 to 12.5 feet of water 2.5" Pipe 120 gpm 2hp pump 13.5 to 16 feet of water .. l tll,I. j t'0l, -:1`s `Y 3" Pipe 184 gpm 3hp pump 14.5 to 17 feet of water. F*LA,'S, `.'" st'`r 4" Pipe 317 gpm FILTERS All NSF approved filters may be calculated at 7 feet of head or refer to owners guides. H aters ED 1 ED2 IDL IDL2 4;Q; Cr?kvt; e 7.80 14t 0'r iY1 9.86 6.16Q 7.50Q?, 8.84 kb Cpi : 13.00 Universal Forced Dra t 4,0 GPM:' 2,72 3.70 8: 5 _ > 5.06 k00P111 6.42 SQ M. 3.12 70 CxPl1 , 4.30 "9:4,'1:: 5.54 IlQ'I : 6.98 BA(,AWA;3n V1JLJ VPi3 Multi arC.. 40 to 60. GPM 70 w 80 GPM 1 %" 9 0 NR 2„ 100 Push. Pull 40 to 60 GPM. 70 to 80 GPM 1 l 2. 6.0 NR 2" 5.0 6.0 AQUA RITE CHLORINE GENERATOR 40.G1f. 40 1 1.45 2.31 G 10 7iE 82 15 1.85 58 20 16.61 3.28 1.04 25 5.13 1.62