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HomeMy WebLinkAbout1331 Silver Lake Ct (3)Permit # : S 1\A Job Address: Description of Work: Historic District: Zoning: 7-,6 X._ a.Saa CITY OF SANFORD PERMIT APPLICATION Date: ( II Value Tmrny fo Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/AIteration Change of Service Temporary Pole Mechanical: Residential I Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential _Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: - 1- o000 (Attach Proof 00rr Opwneerr s/hip &, Legal Description) Owners Name & Address: 4 — 3` _a,VCA -Ft K.- t s • p yj t f & V 3 %4(Q Phone: I Contractor Name &Address: q- _ -')Z7 y State License Number: LXW ZCi Phone & Fax: 4/l Contact Person: IuStq Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: - JAN 20 2005 Application is hereby made to obtain a permit to do the work. aninstallations 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 standaracEivu— a ui 'emt ction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGN 14 S, B(i1LERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. I 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Olt 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. Acceptant of it is verification that I will notify the owne of t e property of the requiremen f Flori ten Law, FS 713. Signature of Owner/Agent ate natu of ontractor/Agent Date LA T 1.1 41:1-5s Print wner/Agent' N Print C tractor/Agent's Name Sign a of otary-State of Florida ate S re o ta&Atate ortda D it.4 p r Kristy L Statlt " p My Commission DD13*93 Wkpfts rst •y. Kristy L Stanton EttpiresJuy08.21106 Commission DD131693 Owner/Agent is _PersonalfjPKitowntoMeor Contractor/Agentis Personally July 06, 2005 Produced ID Produced ID APPLICATION APPROVED BY: Bldg J z- I't 03 'Zoning: Initial & Datc) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) LIMITED POWER OF ATTORNEY DATE: 1 6106 EFFECTIVE IMMEDIATELY AND UNT VE THER NOTICE, THIS WILL STAND AS AUTHORIZATION FOR COURIER TO SIGN PERMIT APPLICATIONS, LIEN LAW FORMS AND TO OBTAIN PERMITS FOR SAME IN MY NAME AND LICENSE FOR THE ADDRESS SPECIFIED BELOW: M41,t . ,/ /, FELICES CPC037053 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this _104 day of 2006by Steven R. Felices. He is personally known to me and did not take an ath. Knsly L Stanton My Cor mrry wn DD131693 Rio, n Expires Juy 05. 20M LIMITED POWER OF ATTORNEY Date: I I hereby name and appoint 1 t of Sunrise Pools & Spas to be my lawful attorney in fact to act for me and apply to t~ for an electrical permit for work to be performed at a residence at a location described as: Section Township Range Lot Block Subdivision 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 22"d day of November—, 2004 by Brian Miller who is personally known to me and who did not take oath. State of Florida Co of VOlus RowN DianeTSewyer My Commission DD143M p w Expim August 18, 2= Notary Public to of Florida sT S E nnLS & SPAS 1- 0 NOTICE OF REQUIRED RESIDENTIAL SWIMMING POOL FEATURES I ( We) acknowledge that a new swimming pool, spa or hot ,,tu,/bwill be constructed or installed at jl UQ, n'11 aV--L Sa.I - Yd and hereby affirm that one of the following methods will be used to meet the 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); 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 'c6nsidered 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. CONT CTOR'?SIGNATURE & DATE CONTRACTOR' S NAME (PLEASE PRINT) oil - A OWIVER' S SIGNATURE & DATE ! 1 kk Ti y E OWNER' S NAME (PLEASE PRINT) v S 1S 00 S SPAS o ro SUNRISE POOLS air SPAS 1319 LAKE DRIVE • CASSELEERRY, FL 32707 RnMernlal Swimming Pool Contrast ( 407) 262-9311 1. PARTIES: Agreement between Bombe Pools 6 Spas, hereinafter called the Contractor and hereinafter called the Owner. 2. the Address:'L/ S/L 6/2 L toir C;TSgND/for Z77esh Aowa Legal: a PRICES AND TOM: (a) The total contract S Payable a follows: (1) 3.a a (ten percent. 10%. a the time ofaipnbp of "Iibn. I a a deposit: ( (thlty patient. 30W upon ssftirq d the also home In Ioor & wWb): d'70 hlny to percent. 35% upon plait the concre e on floorag "Ile, but before eompb0on of Ir - 1 Mbh cost); P (hpntY percent. 20%, upon pourkq concrete deck. and: (S) 4&Zn -popercent. s%) or balsom d contract pim prior to YdIW chbrkNllar of the pool but. In any mad. prior to pre utilation of the pool by the Owner. Was in In addition b the contact price End shot he paid with deck payment. Progress payments and payments for antra am payments for completed work. and H not geld wltlnlo 10 dtya from their due date they anal bee kftmd O the nts d 18%per carom until geld. Owner warrants pro mbcontrad conloks all the underetardkgs and "marls of the plaft Any chagnor nediflca- tiors of this contract must be in writing by using change of order forms signed by one or more of birth parties. The contract price Is for all materbb. etrulpment, and labor required for the construction of the swimming pool graphically Ovoc" In the plot plan signed by the Owner and penally described b the spedticolonssedlon below Furthermore. If owner Ikences pod with Contractm this apparent Is subject to the Morn improvement iretelment C~ and Mortgage eeteuted by owner(s). a. CONRTRUCTIDN OPECIFICfIFIONS: Contractor will Install a swimming pool and apprlemM structures and egulpmaa In wcwft ewlh the plot plan and these con- artctbn specifications. Contractor reserves the right to s"hule Moor similar material, eprdpment or flaups. The plot plan Is kaended to bee representation of the pool to be WA arrd Is not Intended to represent on "as built" thawing. because pool WAlbn, elevetlon of pool. location of deciding End o rebaura am subject to do" due to a$ back requirements. -,cations of tods" Improvements, son conditions and other conditions beyond the control of the Contractor. AN messumm rats In tits coshed and on the pot plan sm approximate and the pool dmenslon s contained in the contract may wry from Was bun" messumno nts Devlalbne up to knclee aA Ecceptobla Thenelae. the parties Was that it Is impossible to asaMln actual damages In the mad of devfapon from specified pal dmensba. The parties agree to stoat De contract pie of an amount calculated by multiplying the percentage reduction of surface area times ore•hof (W) of the total cWW price for 4 ibilshod water surface ors. and MOD for each vertiW bah of depth ddMwW measured any at the main drain and shalowest portion of the pool a liquidated dvn&M to owner resulting from nor vadalbm, n any. Depth bmaauadbomthefbadlhepoolblelopolhewetakelkAny , Ilk-'adneededbrdecldnganonmlgmftlnmcmolwhtbdugkompepod,bdhmeowrersepm. If a Oft board or WidebirebMdthaebnobbNyassumedfork4uriesasaconequenceofuseormisusedpredMrgboardsaide.IIaO*gboardor00Iskatelled later tare Is no labNly to the pal centndor and N sherd cancel of warrattleS. Msterbl sell eplpment is be henbked or Installed and work Is, be done: EWAlon of pool. deck and slope of deck stab are to be dotermi ed by the contractor unless otherwise spacil bd In additional p WsIo s bet w POOL, Design Th nA, Approximate; Shallowea Dap* 3 Greatest Dap* S Appmdmw ouw WNIk 15, Oratsa tong* 24 r Tit! TYPE: STEM Yes RWIM OUT: YE5 11 M= FROM ELECTRICAL: YES MM TYPE RUSE: - GRABRARi: — GEM- Ti4dt1tQ colon: (WO, C.Oz7- RDIMMEIk UGHE SFNiov LENS NIP FINER TYPE: CLEANMO EQUIPMENT. Masom, Hen, Imab, W Nat, Tod DN, Pole) YCS CHLORINATOR "'" TIMER POOL CLEANER: '/ E S TYPE t IL FENCE REMOVAL• — FENCE REINSFALLATION: TREE REMOVAL• STUMP FIDWAL• SCREEN ENCLOSURE, DIRT REMOVAL: 0 11(no) where dropped L+C% t/rirr/v S BUYERS RIGHT TO CANCEL The Contractor shag notbeoblgatedtocommenceconstruclinofthisPOWUrdtreedayseRerthesigningdthbcontractbytheOwner. Sbathbcadradmaybeeons mWassHome5oEcnaftSale. Pumhasor bherebynotMWol lsrgMtocanW lmderftHorneSoldlatimSalesM. TNsbeNomeSokNalon Sale. N you do not wad the goods or services contracted for, you may cancel this agreement by mating a notice to seller This notice must Indicate that you do not wad On goods and services and mug be poMwftd by midnight of the M datrafter yousigned ft agreement. If youcanall this orse,no tieselamaybapelorpatdlhecandownpay- ment not to aced the lesser of Dim percent of the ash pie or RSO00 S. OFFER AND AGREEMENT: This contract shall be deemed an offer to Samba Posh & Spa and shal be null and void unless accepted by a duly aul ottrd oral - car of the Contractor within ten days of tie date and year noted the Owner's signatures. The salesman has no authortly to bird the Contractor. AN agreements and under- standings 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 IMPIAPPI by the selbre by the ore- cutlon of a duly authorized officer of Me Contractor or by commencing construction. NOTICE TO PURCHASER DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ IT OR IF IT CONTAINS ANY BLAND SPACES The Buyer ( Buyers) are entitled to an exact c 1 this contract and yqo lands all provisions on the s contract and understands that such provisions ore pat of IN% contraa of 20 SUNRISE OOLS S A OWNER•BWER Presented tv T' AUTHORIZED AGENT. Salesman OWNER•BWE ilk. No. STREET ADDRESS ve Accepted by S Poole i Spas CITY & STATE PHONE NUMBER rain••) O-Fa- 440-7-31.2-5-,?y, SEE REVERSE SIDE FOR IMPORTANT WARRANTIES AND CONQ USION OF CONTRACE r 1T [I F- 'S ITF- P'L A N PREPARED FOR: ALAN A JA SAVJX fRy . CROWN AND COMPANY SEE PAGE 1 FOR COMPL - '.'--'I..IRVEY AND LEGAL DESCRIPTION. 30' VIDE c 15' EACH SIDE > INGRESS -EGRESS EASEMENT PER OR 262H/ 55, 523/412, 553/480, 1280/1940 5.0-----------------------I- i7---------- a` " 15. 0 1--- ..-.-_. -- -- - - - - - - --- 1---- 14' PI 1, 5' OAK - ODD PP 0- 6. OAK 1 B' OAK 7. 6 SOUTH 26, i Ila 16. OAK 18' OAK 1Z.D VESI 16' PINE 6. OAK 12' OAK o OAK 8' OAKopyviMF18. OAK ' OAK 1 PLANS REVIE ED CITY PF SAN 73.D PROPOSED 2 STORY 70.9 RESIDENCE 1 GJ 1 n T tom' I c 1 m to z N 20. OAK 1 r D O 1x.oV, la Sol IZ CA 15' OAK av a 20' OAK DWu Z 18' OAK26' 1 Z OLNW I r 1 t I SURVEYORS NOTES: I) PROPERTY DESCRIPTION PROVIDED BY CLIENT. THIS PROPERTY MAY BE SUBJECT 70 ADDITIONAL PATRICK K. VANDERWYDEN, PLS EASEMENTS, RESTRICTIONS, AND/ OR RIGHTS -OF -WAY FOR WHICH LEGAL DESCRIPTION WAS NOT PROVIDED. NO ABSTRACT OF TITLE IS IMPLIED WITHIN THIS SURVEY. LAND SURVEYING SERVICES 2) ALL LINEAR MEASUREMENTS ARE SHOWN IN DECIMAL FEET. 6419 VINELAND ROAD 3 SIZE DIMENSIONS ARE IN FEET UNLESS SHOWN WITH INCH SYMBOL (') 4 ALL ANGLES AND/OR BEARINGS ARE DENOTED IN DEGREES-MINUIES-SECONDS. ORLANDO, FLORIDA 32819 S UNDERGROUND I / R0W1016* i•Nq/OR IMPROVEMENTS OUTSIDE OF PROPERTY LINES ARE NOT LOCATED UNLESS NOTFDSURVEYDATED q8Y A) RELATIO" .IGE IN IIm: IINAWINC. ANi NUI vA11I> UNlF45 [,BOSSED WITH A RAISED SEAL. ABREYIRODU :IG[NU: LCULATEDLMEASUREDQ Jfw 5/Of MEAS. aNEC DISC. aPERDESCRIPTIONETPLAYSaPERIPLAT54I ( ALLDISTANCES IN FEET) F/- PATRICK K. VANDERWYDEN, $ IP IRON RP< IN =IRONRODCM CONCRETE MONUMENT COO. _ CORNER CLF s CHAIN -LINK -FENCEGONG. = CONCRETE AS H. = ASPHALT PAVEMENT FLORIDA REGISTRATION y A 5154 P POWER POLER/W a RIGHT-oF-WAY C/L a CENTERLINE WM = WATER METER BROKEN LINE ( DISTANCE IS NOT SHOWN TO SCALE ) J, 1 CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHN' STANDARDS FOR LAND SURVEYORS: CHAPTER 61 G 17 G ,/I FLOOD ZONE. K- TEMA PANEL 0 _/. a1 _ 00:1E E - DATED: _01- -at' Ts FLORIDA ADMINISTRATIVE CODE, CHAPTER 472. arc 3 WIs J IV la R/v CAST EDGE OF PAVEMENT A 16' DIRT ROAD/ EAST R/W OF MIELLONVILLE AVENUE N 0-I5-22 V 17? 59 DESC. _ 4 0-15-13 V 172.55 HEAS. N SS-59-03 E 350.00 DESC B N 89-59-4S E 350.01 SEAS. T7 SPECIFIC SURVEY PBREVIATIGNSI 4 IND:GATES RECOVERED LB 220 3/4' IRON ROD B IND:CATES RECOVERED LD 7197 3/4' IRCN ROD N 89-59-03 E 25071 DESC A L-U N 0-IS-22 V 30.00 DESC, 2A99 MCA& N 99r58-23 E 25M70 ME4S. L-2: S 72-01-57 E 135AO DESC. S 71-45-44 E 135.01 HERS. tp M . 4' CLF CORNER IS 03 EAST SEE. PAGE 2 FOR SITE PLAN DE'i AEL to1tn o `d- J 1 u.l L-1 A S 89-59-03 V c BEARING BASIS PER DESC. ) 4 41123 DESC. 411.14 MEAS. N 0-15-22 V 120A0 DESC, N 0-15-39 V 119.99 PEAS. REC LB 220 .3,/ 4' I R C A 3 Z S C-9-59-013 '1 70.00 PER DESC T4C WEST LINE OF !hE N_ 1/4 OF SECTION 7 N 0-13-22 V, 535.08 PER EESC CENTZQ OF 1. SECTION 7 rc z I C II C L J O- LJ Q F C3 y E] Q UU L.. F_ Cn IQ CU H WZa Lj 0 a aC3z3 00 Ct < C3 Li W J Oc Lit U¢U Vl L-3t S 61-49-51 E 551.16 DESC. S 81-58-26 E 180.00 NETS. TO SET IRON ROD L-41 S 0-15-09 E 30.33 PER DESCRIPTION L-S, N B1-49-51 V 5518.17 DESC. A' SI-58-26 V 177.13 FROM 4X4 CH TO I.R. L-6, N 72-01-57 W 156.96 DESC v 72-01-34 V 156.92 MEAS. L-7l N 06-16-57 V 25.00 DESC. ti v'6-16-12 V 25.00 MEAS. L-81 N 82-24-20 V L85.02 DESC. N 22-23-33 V 185.05 MEAS. v'n REC LB 2'2D 3/4• IR C A ) jA4' CIF. ENDS 0.4 N., 0.2 S. L-8 L-7 L-2 ER NEC 1 '/2' IP LAKE L-3 A SET L-6 A L-5 REC 4X4 CK L-4 PPRa(lPATE EDGE OF WATER LEGAL PESCRIPTIC41' C•3MMENCE AT THE CENTER 0- SECTION 7, TOWNSHP 20 SOUTK, RANGE 31 EAST AND IMN Y 30-15-22 W ALONG THE VEST LIW OF THE NORTH. -AST L/4 CF SAID SECTION 7. 53526 FEET; TF.ENYE LEAVING SAID VEST LINE RUN S 89-59-03 W. 70LO FEEZ TO A POINT ON ZK= EAST RIGHT -OF -WRY LINE X HEI.LONVTLLE AVENUE; THENCE RUN N 40-13-22 V ALONG SAID EAST RIGHT-CF-VPY LINE 12JA3 FEET IO THE POINT OF BzGINN1NG THr-,,CE COkT;N.;E N 00-15-22 V ?'EKG SAID EAST RIGHT-CF-"JAY LINE 30.D) FEET; T"-ENCE LEAVING SAID EAST RIGHT-OF-VAY LskE R'JN N 69-59-03 E. 35000 FEET; THEN'_E " N 00-15-22 V 172.59 FEET; TWNCE RUN .4 99-59-03 E 25D 71 FEET; THEPtE RUN S 06-IS-57 E 23077 FEET; THENCE RIIJ S 72-01-37 E 13540 7EET; 11-E1YCE RUN S 81-49-51 E, 551.16 FEE:; THENCE RUN S 00-15-09 E 33.33 FEET; THENCE " N 81-49-11 V SS817 FEETI TIAENCE RUN N 72-01-57 1S5.96 FEET; THENCE RUN N 06-E6-57 V 25.00 FEET; TL+EAt: SUN N 92-24-EO V, 185.02 FEET; THENCE RLN S OS-599-M2 W, 41123 FEET 70 T.AE POINT OF BEGINNINTP CONTAINI4C 87RAOL34 S•'2UARE FEET C 2.0165 ACRES ). PRIWEA" DISCRIP1I011 rNOVICEtI ET CUM /KS PII08-ERTY WAY A! t• WM TO ADDITIONAL EUD NTS. RESTRICTom ANB/M RICTDS-w-MAY FOR w71CN LECAL 1.YSCBCPTLCU wm Not PR #UL N0 ABSTRACT Of TITLE D INTS14) MriiN MIS SUW:Y. T) ALL UREAR NEASUUMEITLS ARE SNCWM IN DECA AL FELT. S SRE RIMENSONIS ARE IN FEER IB,LLSS SNOMI Vft INCH SYMBOL I ) ALL MOLLS ANSION BEARINGS ARE DEMID IN 0EGREES-1[ M$_SifANM 1 WVLM*UND Orl WEVCItS AND/OR IMFR171T Wa$ OUMM OF IRO jW UN;S ARE ILOTLocomminnow. L) REM000CT"S Or 11-4 0"00I6 ARE NOT VUJO LDILSSS E1I11OS5E0 VRNI A RAISED SELL LEREIRATON LEAENOt REC - LILCOVEREO CALC = CALCULAIED SET SET ItBOLS154T!'t IT ROD MEAL a WEASURED CDC. • M OnCOMMON MT a PER PLAT R 4LL DISTANCES M TRE1 } IF - X PX A a Mot ROD CN a COI1tRtTE MONINrENT Oft a OWNER CLF a CH41N-UIOc-fE9CBs[ Md COVE. a CONCREST TE /f ASM a ANALE PAYEMEYT POWER I= • I @*=I LINE I OISt; RIOT SNOIYN ?O RA T[RLNE VIM s MATEB METER f PATRICK K. VANDERWYDEN. PLS LAND SURVEYING SERVICES 6419 VINELAND ROAD ORLANDO. FLORIDA 326 9 SURVEY DATE l BY pp"/ P PTRICkK K--VA%DE"RWYDEkY. PLS FLORIDA REGISTRATION 111 3134 I CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL STANDARDS`* FOR LAND SURVEYORS: CHAPTER 61G17-6 WR Iw POOL SIZE 15' X 28' SA NITIZE-7 MN Flagstone Coping on Planter Y 6.. 4 Deep 4 ft. Screen this Wall POCL STl" - Custom Design FL-OOOOP CLEANER APP,RO r cc E 55 ft. Rock Grctto,,,:„ SCREEN ENCLOSURE COLOR - ROOF STYLE: DOORS: 111AI KICKPLATES: GUTTERS: SOLID ROOF: FOOTERS: FT. OTHER: GTY. ALARMS: TILE FOOTAGE 6" X 6" 28 ft 3' Oeep Joy o 1 f 4 r-1 Beach Area ^ Bullnose Brick Coping SUNRISE POOLS and SPAS, Inc. THE FRYE p_RESIDENCE 12/10/04 1331 Silver Lake Ct. Sanford, FL POOL DE" XIPIG NA-E FE,d i UPE NIGkT UGF•+'ING 3 1 Sx, Rock Grotto Ldest ,,titl=e,;;motINTERIOR SURFACE COPING DESIGN/SALES REPRESENTATIVE: Pebble Tec£ JACK CAUCHOIS 407) 262- 9311 I FT. FT. 11 1. POOL DESIGN: Ckt"71 DA REF. NO.: 2. SIZE: PTI X 78, X DEPTHS: 3 , . TO-. 3. TILE: Col COLOR: l STEP TILE: 4. DECKING TYPE: Nxlze2 COLOR: 5. POOL GALLONS: 6. PUMP SIZE: Z4, 7. FILTER TYPE: FILTER SIZE: O 8. HANDRILL: 9. SWIMOU17: YE5 10. GRAB RAILS: -- 11. UNDERWATER LIGHT: IC5 SIZE: LENS KIT: 4- 12. ELECTRICAL: 13. $UDETYPE & COLOR ------ 14. DIVING BOARD TYPE`I& COLOR: 15. SKIMMER: T L 16. RETURN INLETS: 4 17. MAIN DRAIN: 18. CHLORINATOR: AoA 7/ CLOCK: 46 19. TIME20. FILTER LOC: N 21. TYPE INTERIOR FLUSH: 22. TEST KIT: TGS 23. BRUSH & POLE: Y 24. UNDERWATER VAC:/%W 25. HOSE FOR VAC:s 26. THERMOMETER: FS 27. START UP:`*- 28. AUTO POOL CL. TYPE: SAakIld DA29. STUB oun 30. FENCE REMOVAL: 31. FENCE REINSTALLATION: 32. TREE REMOVAL: 33. STUMP REMOVAL• 34. SPRINKLER REMOVAL: 35. SPRINKLER REROUTING: 36. PLANT REMOVAL: 37. RESODDING: 38. DIRT REMOVAL: 39. ADDITIONAL FILL DIIR,T- 40. CLEAN- UP: `1C' 41. DECK-O-DRAIN: '"' FT. 42. SPA: 43. THERAPY JETS: 44. HEATERSIZE: TYPE: '--- c / 45. WATER FEATURE: Six,, CyLar-ro iGs 46. ACCESSAPPROVAL: 47. OTHER: 51; 0%. & w0%_ 0_ SPAS NAME: ' ADDRESS: Crr* S SUNRISE POOLS & SPAS 1319 LAKE DRIVE - - CASSELBERRY,FL 32707 -' 407-262- 9311 FAX:407- 262-9335 - - - --- Wa srrE: wwwsuNmEpooL spAs.com - PHONE: HOME - 9,M-!?Q.5t OFFICE&! :k6-t5474 IWILCELL: 407- 3ta-594a -. LEGAL DESCRIPTION OF PROPERTY SUBOMSION: LOT BLOCK PLATBOOK PAGES) CUSTOMER'S SIGNATURE: r DESIGNED BY: DATE CANTILEVER HAND HOLD727" MIN. / S.S LADDER 3 STEPS) CROSS -BRACE TYPE 4- MAX. 29" 'MI 2'X6" BULLNOSE CER. TILE STEEL REBAR MARCITE SLIGHT COLOR) OR iTEEL REINFORCE OTHER APPROVED FINISH ONCRETE 2"' EOUIL. LINE W/ VALVE (OPTIONAL)3"-6 PLACE TOP REBAR AT SKIMMER LOCATION AND TIE f3 REBAR TO GO BEHIND SKIMMER POSITION. AFTER SHELL IS FINISHED, EXCAVATE BEHIND SHELL, PLACE SKIMMER, AND POUR CONCRETE BEHIND SKIMMER. SKIMMER DETAIL NOT TO SCALE r 8" MIN. 4" DECK VACUUM LINE LINE 13 BARS POOL WALL IS 12" ORS THICK (TYPICAL) DGE ANCHOR DECK f3 BARS 12" O.C.E.W NOTE: DECK ELEV. MAY VARY SEE POOL PLANS LADDER OETAIL NOT TO SCALE 0 o y 13 BARS 12" O.C.E.W. w ` /ANCHORED GRATE XU3. T/I f3 REBAR O, 12' 0/C/E/W IN DRAIN- f L_" AUTO RELIEF VALVE OR11/2" PERFA D PIPPIP GRAVEL SECTION BEAM WITH FIXTURES NOT TO SCALE THROUGH MAIN DRAIN NOT TO SCALE ALTERNATIVEVENT COVER SEE NOTE "1 IW A90D C'T XSOWD WREN MALE & N 2"SIED BY AM A IDEPEADEMT IESIAG LABOPA TORY ARID RAW ATM RfWNW AND ACCEPTED rOe 115')11C BY 1)f PREDWr RFSFAROf CCeM1TTEE Or L~ RESLAROf AAD TESTAG AC At FOILONI G CO CIFIXWS ALSO APR r Df ADX OFBES REMOVAL SYSTEM TO hl INSTALLED N ACCOVIANa WN K4Y-FACn.FERT WCOM AVATXN. CS• WMACTOP TO INSTALL VACU.Y RRfF 940QP STSiFY N ACCOM40110E WIN i8C SEC70V 424,26.61. ALL AFW TO 6C SOCOLIE 40 PW KARAV MY' APPROVAL LMESS OIWRWSE AGTED of FLOOR GRAN MEETS THE REpsn"IS 0r Or ANY/ASW All,?. l9Al-1987 MO GRAN 0711RS ACE TMf REQ/Pf1fMTS Or AM9/ASW A112Ilk SO 1A167 FOP AMR-HAAP AAD 9EI7r CMOPAWNr INS DIMMMIC 70 2PREWfN7 CONTRACTORS SPEC MA" ORA SWIG CW FIE ra? wDoom AAD MATERULS LY CTNSTRCnft REFER TO CONM4C7CIPS EAGWER0 t SEALED 9TOIFICATAAY DRARAG ON FEE WIN of BAEDPMS DEPARAWME 32" MIN. POOL WALL 6' MIN BALL ADAPTOR BALL RETAINER 1" BALL EYEBALL WALL INLET NOT TO SCALE TRANSFORMER 0 POOL DECK 4" OE 1 " EBAR O 1 O.C.E.W. 3/4' CO UIT L 2 BETWEENN 1212PLACE 2" BETWEEN REBARCENTERS SECTION THROUGH LIGHT NOT TO SCALE 90• ELBOWS SECONDARY SUCTION AND VENT LINE LOCATION z I iNnne ORAi X Y C s nual aw ATMOSPHERIC VENT PIPE LENGTH I I MWIMUN.16' MAXIWU M.30 .4. 1Ax MOX SPA TYPICAL (OTO NOT TO SCALE REIIO CW, 3 RESAR a 12, O.C.E.W. TO 6' DEPTH. 3 REW • 6' O.0 C.TE OVER 6' DEPTIC IIE NTEMECMINS t/ 1e GAUGE ALL W LAPS AT 40 DIA MNL WALL SECTION AT SKIMMER' NOT TO SCALE SWIMCUT (DTL) NOT TO SCALE VENT COVER SEE NOTE •1 2- W ELBOWS SECONDARY SUCTION AND VENT LNE LOCATOR MAY VARY. jNrHl DRAIN x now WAw ng ATMQSPNERIC WNT PIPE LENGTH L WHYAA.16' MAMLAA1.30 •d' /Ax MOX -COL TYPICAL (DTL) NOT TO SCALE 8"MIIr N 4' DECK RS 12" O.C.E.W.f3 BARS 12" O. C.E.W. DECK EL V. VA Y SM AY PEA POOLALTERNATE BEAM I NOT TO SCALE 2-0BARS i r 6" MIN. 4" DECK 1 { NE _ VACUUM LINE RETURN LINE 3 BARS 0/C/ E.W I- POOL WALL IS 6" 161. THICK (TYPICAL) ALTERNATE BEAM II NOT TO SCALE 8"MIN y3 BARS _ 12" O. C.E.W. 4" DECK POOL WALL IS 6" THICK (TYPICAL) ALTERNATE BEAM III NOT TO SCALE LAS NDn THESE PLANS HAVE BEEN DEVELOPED OVER AN EXTENDED PERIOD OF TIME. THEY HAVE BEEN ENGINEERED TO CONSIDER MATERIALS, CRAFTSMANSHIP AND DEVIATIONS THEREOF. BCE,INC AA5 OBSERVED FAILURES DUE TO IMPROPER WORKMANSHIP AND DEVIATIONS IN MATERIALS. BCE ATTEMPTS TO ACCOUNT FOR THESE VARIATIONS IN THE XSiGNS LND HOPES THE BUILDERS WILL NOTIFY US WHEN MODIFICATIONS ARE REQUIRED. STRUCTURE MAY VARY IN DETAIL DEPENDING ON THE CONDITIONS SURROUNDING THE AREA IN QUESTION. IN MOST ASES, A BEAM IS REQUIRED AROUND THE PERIMETER OF THE POOL SHELL THAT IS CAPABLE OF CARRYING OUTWARD BENDING FROM THE WATER PRESSURE INSIDE THE POOL WITH NO SOIL SUPPOR' 1ND TO SUPPORT THE EXTERNAL SOIL PRESSURE WHEN THE WATER IN THE POOL IS ABSENT. REFER TO THE BOND BEAM DETAILS AND NOTE 11 ON THIS PAGE. WHEN MTE SIGNS ENO SEALS THESE PLANS, WE EXPECT THE BUILOING DEPARTMENTS WILL INSPECT THE FINISHED PRODUCT TO ASSURE THAT THE STRUCTURE CONFORMS TO THE APPROVED PLANS. ANT ENTRAPMENT COVER TYP.(COVER MUST COMPLY WITH ANSI/ASS( AI12.19.E M) T ALTERNATIVE,,, 1 MAXIMUM CMTANQ TO VENT T CONNECTION V-O- Lz 1/ 2" T LENGTH OF AT405PHERIC VENT PIPING Ms . Ie'- 0", MAIOMUY 30'-0' VENT PIPE 2' SUCTION PIPE 90• ELBOWS NT COVER SEE OTE 24 VENT TOLy MOSPHEREpCIN A NMAN ERTHAT THE VENT p[ PUMP SULO NUP OR T BIOLOdCAL CONTAMINATION. BY T8Rt5 N. T. S) LABEL VENT: 'POOL SAFETY DEVICE NOT HANDLE' 1. PROTECT THE OPEN END OF THE V"T MTN AN WIMP -SCR $(3/e- OPIW45) SECURE THE ONCT SCREEN MTH A STANUSS STEEL CLAMP AND PANT c•_L EXPOSED PVC PP'NG TN AN UV-NNdTO PANT OR PRE-rAII AA NTA4 SYSTINI u RNATI 2I ON THM'TONBFTTC 11 M. AMC MAY IN E ON THEECLW OR ONE EACH ON TWO (2) SEP%IATE VERTICAL WALLS. LENGTH OF ATMOSPHERIC VENT PIPING: 2 MINIMUM Ia'-0". MAXIMUM 30'-0' 2- 90" ELBOWS MAXIMUM OtSTANCE To VENT VENT COVER SEE NOTE 22 4 t CONNECTION I' -a• 1-1/2" VENT PIPE VENT TO ATMOSPHERE IN A MANNER THAT I 2•XI-1/2• VENTWILLNOTBEBLOCKEDBYNFESTATOR2-SUCTION PIPE BULWP OR MICRO BIOIOd('lA. CON i.W1NAT N.T.S.) THE ACTUAL SUCTION ENTRAPMENT ATMOSPHERIC VENT APPROVED SWIMMING POOL, SPA AND WADING WAS ACCOMPLISHED. THE MAXIMUM VACUUM WITH ONE SUMP POOL DUAL MAIN DRAIN ATMOSPHERIC VENT PLUGGED AND A 890Y ENTRAPMENT ON THE OTHER SUMP ARRANGEMENT COMPLIANT KITH 424.2.6.E OF NEVER EXCEED 4.5 OF MERCURY. THE ENTRAPMENT RELEASED THE FLORIDA BUILDING CODE. EQUIVALENT LENGTH OF STRAIGHT PIPE FOR VARIOUS PVC FITTINGS PIPE SIZE 1-1/2" 2' 90 ELBOW N-6- 5'- 0 45 ELBOW 2'-0 2- 5' ANTI ENTRAPMENT COVER TYR.(COVER MUST COMPLY WITH ANSI/ ASME A112.19. 8 M) 2.5",OR3" PVC 2" TO 4" MAIN TO PUMP VENT LINE 1/ 2" VENT PIPE NOTES: 2005 1. CONCRETE SHALL BE PNEUMATICALLY PLACED, GRADE A. 2500 PSI AT 28 DAYS OR SHALL BE MACHINE MIXED, GRADE A, 2500 PSI AT 28 DAYS. N 2. REINFORCNG BARS SHALL CONFORM TO ASTM A15-58T AND A305-58T. 3. POOL AREA SHALL BE FENCED PER FLORIDA BUILDING CODE. 4. POURED CONCRETE SHELLS SHOULD BE WETTED DAILY DURING THE INITIAL 7 DAYS OF CURING IN ORDER TO MINIMIZE THE POTENTIAL FOR HYDRATION CRACKS. 5. 00 NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. W 6. IF USING 12V LIGHTS, 00 NOT TURN LIGHTS UNTIL THE JUNCTION BOX HAS BEEN MOUNTED ABOVE GRADE BEYOND THE DECK. AND INSTALLED TO MEET BUILDING CODES. IF 110V LICHT IS USED, A G.F.I. OUTLET OR TRANSFORMER TO STEP THE VOLTAGE DOWN TO 12V MUST BE USED. 7. SUITABILITY OF THE SUBGRAOE SOILS FOR PROVIDING PROPER SUPPORT TO THE N O1 POOL SHELL AND ADJOINING DECK SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. w N 8. SOIL MUST BE COMPACTED IN 12" LAYERS BETWEEN POOL SHELL AND EXCAVATION Cr H LINE FOR POOL SHELL. o 9. NUMBER 3 REBAR MAY BE USED IN BOND BEAMS FOR POOLS NOT EXCEEDING a 0 130 FEET IN PERIMETER OR 20'x40' SQUARE, IN POOLS WITH PERIMETERS ti 2i o v GREATER THAN 130 FEET. USE NUMBER 4 REBAR IN THE BOND BEAMS. CC V1 N 10. THE REBARS IN THE BOND BEAM MUST HAVE A MINIMUM OF 3 INCHES OF COVER k w Q rT Z AND A MINIMUM OF ONE INCH CLEARANCE BETWEEN. o N o Qp 11. 6X6,10/10 W.W.M. OR FIBERGLASS MESH SHALL BE PLACED IN THE DECK AROUND p LY 0. THE POOL SHELL. w `a tr 12. A BOND BEAM WHICH IS AN INTEGRAL PART OF THE POOL SHELL, SHOULD BE O J w O CONSTRUCTED WITH ALL CONCRETE SHELL POOLS. TWO CONTINUOUS REINFORCING W O a STEEL BARS SHALL BE PLACED IN THE BOND BEAM ALL THE WAY AROUND THE POOL. 0 J a 13. A MINIMUM WALLTHICKNESS OF 6 INCHES IS REQUIRED FOR ALL CONCRETE d rn > WALL SHELLS. p Uj M x o Lj 14. SOME SPECIAL VARIATIONSIN BASIC POOL REQUIREMENTS MAY BE ALLOWED; r- '' 00 HOWEVER, A SIGNED LETTER FROM THE ENGINEER WILL BE NECESSARY. Z w 15. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS cr : N CA OTHERWISE NOTED. Z 16. IF THE SEASONAL HIGH WATER TABLE IS AT OR ABOVE THE BOTTOM m O U ELEVATION OF THE POOL SHELL. AN 8" MIN. GRAVEL BED WITH A 2OR 1-1/2" xx U Z PIPE PLUMBED TO THE SURFACE SHOULDBEINSTALLEDBELOWTHEDEEPEND. a THIS SYSTEM WILL ALLOW FOR ARTIFICIAL LOWERING AT THE GROUND WATER 0 tx TABLE IN THE EVENT THAT THE POOL NEEDS TO BE EMPTIED. 0 id 17. THE CONSTRUCTION TECHNIQUE USED TOPLACETHESKIMMERINACUTAREAINFTHEPOOLEDGEANDGUNITINGTHE DECK AND TOP SHELL IN ONE OPERATION YM WILL BE ACCEPTABLE PROVIDING THERE IS NO STRUCTURAL LOADING ON THE SHELL AREA. 01 18. AN AREA IN THE TOP OF THE POOL SHELL AND DECK MAY BE CUT IN THE U HORIZONTAL PLANE AND THE SKIMMER PLACED WITH ONE REBAR GOING AROUND THE REAR FACE OF THE SKIMMER. NO REBAR IS REQUIRED TO GO BENEATH THE Z SKIMMER IN THE GUNITE. n 0 19. HARD WIRED ALARMS OR CHILD FENCING IS REQUIRED ON ALL POOLS. 10D, 20. WHEN USING CHILD FENCING, REFER TO SITE PLAN FOR DETAILS. w "T 21. 2) MAIN DRAINS, MIN. 3' APART W/VACUUM BREAKER ARE REQUIRED TO MEET Z a x CURRENT REQUIREMENTS. m 22. PROTECT THEOPENENOOF THE VENT WITH AN INSECT-SCREEN(3/8' OPENINGS) Z Z In SECURE THE INSECT SCREEN WITH A STAINLESS STEEL CLAMP AND PAINT ALL w I EXPOSED PVC PIPING WITH AN UV - INHIBITOR PAINT OR PRE-FAB AIR INTAKE SYSTEM. 23. THE DESIGN ENGINEER ASSUMES NO RESPON981LITY FOR POOL CONSTRUCTION 2 J IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER Z SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. z 24. VAC -ALERT SAFETY VACUUM RELEASE SYSTEM, MODEL VA-2000. THIS PRODUCT HAS m m CERTIFIED BY THE APPLIED RESEARCH LABORATORIES OF MIAMI, FLORIDA AND MEETS THE PERFORMANCE LEVELS SET BY THE ( IAPMO) ACCORDING TO THE FLORIDA BUILDING CERTIFIED COMMISSION PER THE INFORMATION ATTACHED DATED DECEMBER 04,2001. S I IT MEETS THE REOUIREMENT AS 'APPROVED OTHER MEANS." THEREFORE. WE ARE ACCEPTING THESE APPROVALS AND THE APPROVAL OF THE UNDERWRITERS LABORATORIES INC. ALONG WITH SPECIFICATIONS FROM VAC -ALERT (SVRS) AND GIVING OUR APPROVAL AND RECOMMENDATION TO HAVE THIS AS AN ALTERNATIVE TO THE DUAL MAIN DRAINS AS SHOWN ON OUR STANDARD MASTER POOL PLAN. THIS MAY BE USED IN PLACE OF VENT LINE. p 2 ALTERNATIVES 3; s SEE NOTE24) REVIEWED a MAS" TER FILED iAN 0 h ? OoF IDENIIINOLE COUNT`! - SEMINOLE COUNTY PLANS EXAMINER, v SEMINOLE COUNTY I Fq- scc# 05004 MASTER FLAN I IN LE55 THAN THREE (3) SECONDS.. POOL WALL IS 6" THICK (TYPICAL) LIRE WALL SUC MEW) NOT TO SCALE ons, notes, specifications, details, and all other information depicted on this sheet and all attached sheets hove been prepared to meet Florida Budding Code 2001 standards for Orange, Seminole, Osceola, POLK, do Loke Counties of Central Florida. It is the responsibilitylo verify with local, county, city, and state code iforcement agencies, compliance with building Codes and ordinances for the area of construction. This must be done prior to the use of this document or ony attached documents for ony purpose. CYAN C ENGINEERING, hereby reserves its common low Copyrights and other copyrights in these plans, ideas, and designs. These ideas, designs and plans are not to be copied or c!Tonged in any monner or form whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission 3m BRYAN C ENGINEERING. CO 4 TYPICAL PERIMETER F00- x r^K It, r)A\/t-r]C P.S.F.^FILLV VVv SEMINOLE COUNTY NG PF FOOTACP'CC# 05004 CONC. 4VERS MASTER PLAN I \--2 #5s CONT. 2-1/2" MIN. COVER RE\/I N1 F_D AN 0 7 k005 SEMINOLE C -UNT LAA S EXA' i N ER COMPACTED 2000 P.S.F. FILL OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 4„ CONC, SLAB W/ 6X6 10-10 W.W.M. 2'_0•,VIN OR FIBER MESH. IIIilui-II IIIIIII1 1aSTIII---== SEMIINO COMPACTED 2000 P.S.F. FILL FLAT SLOPE / NO FOOTING NO F0077NG R£OUIRED EXCEPT IIII ADDRESSING ER09CVV UN771 THE 51AB WO TV IN THE DIREC77ON ar THE PRIMARY POOL ENCLOSURE EXCEEDS 32 FT. THEN A TYPE A F0017NG IS REOUIRfD. SLABS SHALL BE A MINIMUM OF 3-1/?(I' NOMINAL) NICK.. HE FOLLOWING CONDIRONS ALSO APPLY. THE SLAB / FOUNDA77ON SHALL BE CLEARED OF DEBRIS ROO7S AND COMPAC7ED PRIOR TO PLACEMENT OF COWa'£1E. MONOLITHIC SLABS AND F007INGS SHALL BE MINIMUM 2,500 PSI CONCRf1E WIN 6X61OXIO MELDED WRE MESH OR FBER MESH MAY BE USED IN LIEU OF MESH. IF LOCAL BU2DING CODES RfOU/RE A MNIMUM F0017NG USE TYPE A F0077NG OR F0077MG SEC7701VS REQUIRED BY LOCAL COX LOCAL CODE GOVERNS THE FOUNDA77ON SHOWN ARE BASE ON A MINIMUM SOIL BEARING PRESSURE Of 20LO P9r BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING 7HE SLAB BY FIELD SOIL 7EST OR A SOIL 7ES77NG LAB. At REBAR TO HA VE 3' MW COVER. FTG w/ (2) A caNc — S REBAR TYR BENT BAR w/ 25' LAP E.M. TYP OF 2 CORNER BAR DETAIL TG. M/ (1) q CONC. — 05 REBAR TYP. BENT BAR w/ 25- LAP E.M. TYP OF 2 CORNER BAR DETAIL n CONC. PAVERS 2 #5s CONT. \ 3 2-1/2" MIN. COVER COMPACTED 20 P.S.F. FILL TYPICAL PERIMETER FOOTING MODERATE SLOPE FOOTING CONC. PAVERS 2 #5s CONT. 2 2-1/2" MIN. COVER COMPACTED 2000 P.S.F. FILL OPTIONAL PERIMETER FOOTING FILD STEEP SLOPE FOOTING LE COUNT' 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. AIEIIIEEIIIIII II 11=1 I 1 1 I-I_I I I I-11 I- I I I--[ 11=1 11=1 I I 2 #5s CONT. 3" MIN. COVER COMPACTED 2000 P.S.F. FILL OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. 63 III—I I I —I III -I I I I_I I I -III -I I_I I I_I I I_I I I -III -I III=III=III= III_ a" 1 #5s CONT. COMPACTED 2000 P.S.F. FILL O TYPICAL PERIMETER FOOTING MODERATE SLOPE FOOTING 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. L42#5s CONT. 2-1/2" MIN. COVER COMPACTED 2000 P.S.F. FILL O OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. AVE'' I-III-III-III II III —III —III —III —II 2 #Ss CONT. 3" MIN. COVER COMPACTED 2000 P.S.F. FILL O OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 2005 N 0 O N 4, ons, notes, specifications, details, and all other information depicted on this sheet and all attached sheets have been prepared to meet Florida Building Code 2001 standards for Orange, Seminole. Osceola, POLK. dt Lake Counties of Central Florida. It is the responsibilityto verify with local, county, city, and state code iforcem•nt agencies, compliance with building codes and ordinances for the area of construction. This must be done prior to the use of this document or any ottoched documents for ony purpose. 2YAN C ENGINEERING. hereby reserves its common law copyrights and other copyrights in these plans, ideas, and designs. These ideas, designs and plans ore not to be copied or cnanged in any manner or form whatsoever, nor ore they to be assigned to any third party without first obtaining the express written permission am BRYAN C ENGINEERING. r VA -moo Safety Vacuum Release System SVRS) Vent Screen Lockout/ Release Mechanism Surge Suppressor IEWED JAN 0 6 2005 SEMINOLE COUNTY PLANS EXAMINER 0 Check Valve MASTER FILI 3'EMIN.OLE COUN MANUFACTURED BY VAC -ALERT" INDUSTRIES,LLC FORT PIERCE, FLORIDA www.vac-alert.com Vac -Alert" Model VA-2000 SVRS Unit Reacts In Less Than A Second To Quickly Release Dangerous Pump Suction Vacuum. A Totally Mechanical, Non -Electric Safety System, The VA-2000 SVRS Is Easy To Install, Adjust And Test. Vac -Alert's Fail Safe Design Is Manufactured With Only Engineered Plastics And Type 316 Stalnless Steel For Long -Life And Reliable Service. The VA-2000 SVRS Provides A Critical Layer Of Protection Against Body Or Limb Drain Suction Entrapment. Tests Conducted By Independent, Third Party Laboratory Demonstrate That Vac -Alert's Model VA-2000 Meets Or Exceeds The Performance Requirements Set By IAPMO-IGC 160-2002 For Suction Lift Applications. The VA-2000 SVRS Is Backed By A 3-Year Limited Manufacturer's Warranty. FOR SALES AND SERVICE CONTACT: Vac-Alertf"of Florida% Tel; (661) 746-3334 Fax: (661) 746. 330 Post Office Box 1309, Jupiter, FL 33468-1109 VAC-ALERTTm SAFETY VACUUM RELEASE SYSTEM (SV RS) RS) PLUMBING. AND INSTALLATION DIAGRAMS ' Flqure w One (1) Pump One (1) Main Drain Line PUMP D WAY VALVES ISOLATION VALVES (TYP.) LOCATE SVRS` H LOCATETEST VALVE HERE OPTIONAL) 1111- MAIN DRAIN(S) SUCTION UNE SUCTION PLUMBING SKIMMER VACUUM UNE PORT UNE L_9_ure © Multiple Pumps Multiple Main Drain Lines POOL PUMP D 3-WAY VALVES ("P.) or- SUCTION ISOLATION PLUMBING VALVES (TYP.) LOCATE SVRS HERE LOCAE TEST VALVE HERE OPTIONAL) MAIN DRAIN(S) SUCTION UNE SKIMMER VACUUM UNE PORT LINE Figure © One (1) Pump Two (2) Main Drain Lines PUMP D 3-WAY VALVES or - SUCTIONISOLATION PLUMBINGVALVES (TYR) LOCATE SVRS H V IL 3-WAY SKIMMER VALVE IL VACUUM PORTUNE LINE LO CATETEST VALVES HERE MAIN DRAIN(S) OPTIONAL) SUCTION LINES SPA PUMP D SUCTION PLUMBING LOCATE VAC-ALER— SVRS HERE 1- V LOCATETEST VALVE HERE OPTIONAL) OPTIONAL SPA SKIMMER LINE MAIN DRAIN(S) SUCTION UNE FLOW THRU SCHEDULE 40 PVC PIPE VELOCITY FEET PER SECOND PIPE SIZE Errs 7rrs 8r's S 10"s 1- 1.5" 16 GPM 37 GPM 18 GPM 43 GPM 21 GPM 50 GPM 23 GPM 56 GPM 26 GPM 62 GPM 2" 62 GPM 72 GPM 82 GPM 92 GPM 103 GPM 2.5" : 3" 88 GPM 136 GPM GPMj159GPM 117 GPM 181 GPM 131 GPM 203 GPM 146 GPM 1227 GPM A: Always Locate The Vac-Alert"4 SVRS On The Main Drain Suction Line. SVRS Unit Must Be Mounted In The Vertical Position. B: Do Not Use 2-Way Or 3-Way Valves As Test Valves. Use A Fast -Acting, Full -Flow, Full -Port, Ball Valve Or Butterfly Valve As A Test Valve. A Test Valve Is An Optional Alternative To A Pole -Mounted Test MaL Each Vac-Aler(T" SVRS Unit Must Be Tested Three (3) Times To Insure Proper Adjustment And Operation. C: For Mul&Ie Pump Systems, 069 (1) Vac -Alert SVRS Unit Is Required For Each Pump Plumbed To A Dedicated Main Drain Suction Line. D: The Vac-Alert'"r SVRS Unit Is Rated For Suction Vacuum Levels Up To 18 Inches Of Hg (Mercury). For Vacuum Levels Above 18 Inches Of Hg, Either Throttle The Return Side 01 The Pump To Produce A Running Vacuum Less Than 18 Inches Of Hg, Or Cal Vac-AlerPm For Further Instruction. E: Do Not Install A Check Valve Or Hydro- static Valve In A Main Drain(S) Suction Line Protected By A Vac-Aleri'm SVRS. F: A Vac-AlertTM SVRS Unit May Also Be Used In A Vacuum Port Line To Protect Against Body Or Umb Entrapment. FEATURE PUMP D f SUCTION PLUMBING LOCATE VAC -ALERT" SVRS HERE 0. V LOCATETEST VALVE HERE OPTIONAL) OPTIONAL FEATURE SKIMMER MAIN DRAINS) UNE SUCTION UNE INOLE COUNTY 0500.4 1.1," STER PLAN Vac-A1ertTM-of-Pror1 www.vac-alert.corn Tel: (561) 746-3334 -Fax: (561) 746-9P30 Post Olfir.P now Zinn ,itinitpr rl o,%Arn •nnn o VAU-ALERT MODEL VA-20001. (TAM it The Vac; -alerts" Model VA-2000L is a Safety Vacuum Release System (SVRS) designedforsuctionliftapplications. Suction lift in this case applies to all applications where the circulating pump suction is either at or above the level of the pool water surface. Thisunitincorporatesa0.170" diameter orifice opening installed below the surge tube section. This orifice opening is sized to prevent nuisance tripping of tine SVRS unit caused byhighvacuumsurgestypicalofmanypumpstart-up conditions. The Model VA-2000L SVRS unit also utilizes a check valve assembly equipped with a3.5 pound spring, a poppet disc and a one-way (up only) vented poppet This check valve assembly permits continued water flow to tlhe circulating pump while the SVRS unit is intheopenorventedposition. The 3.5 pound spring further compressed by the poppet disc, creates enough sealing force within the check valve to allow partial water flow to the circulating pump for suction lifts up to 3.5 feet. This is critical to the elimination ofcirculatingpumpdamagethatcanbecausedbyasustainedd one-wayvented dry -running condition. The poppet allows the surge chamber to be internally recharged when thecirculatingpumpisturnedoff. O vAU-ALERT MODEL VA-2000S (Subin The Vac-alenirm Model VA-2000S is a Safety Vacuum Release System (SVRS) designedforsubmergedsuctionapplications. Submerged suction in this case applies to all applications where the circulating pump suction is below the level of the pool watersurface. This unit incorporates a 0.375" diameter orifice opening installed below the surge tube section. This orifice opening is sized to provide a limited amount of pumpstart-up surge protection, while at (lie same time allowing enough air into the pipingsystemtoinsuredissipationofthedynamicsuctionforcecausedbythecirculatingpump. . The Model VA-2000S SVRS unit also utilizes a check valve assembly equipped with a0.25 pound spring and a non -vented poppet (no poppet disc or hole through the poppet). This check valve assembly utilizes a light duty spring to minimize the sealing force of thecheckvalve. The non -vented poppet insures that water from [lie circulating system, under a positive hydrostatic head condition, does not migrate up into the SVRS unit. NOTE: Make sure you have the correct Model SVRS for yourApplication! SEMINOLE COUNTY SCC# 05004 May 1, 2003 CITY OF SANFORD PERMIT APPLICATION Permit # Job Addr Description of Work: D -er§ Historic District: Zoning. Value of Work: $ !15'© , Oca Permit Type: Building Electrical _I/ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole i Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets I Plumbing Repair — Residential or Commercial _ Occupancy Type: Residential __t,,-C6mmercial Industrial Construction Type: P 0,'r C:?-r 9 Phone & Fax: Address: Mortgage Lender: . Address: Architect/Engineer: Address: Bonding Company: of Stories: # of Dwelling Units: Total Square Footage: Flood Zone: (FEMA form required for other than X) Phone: 4L S1., c (2Z Lid -2 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 pemut 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTI E: 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. r o5 Signature of Owner/Agent Date Signature of Con r/Agent Date Print Owner/Agent's Name ontractor `sName Signature of Notary -State of Florida Date Signature of Notary-State.of da Date e N.Wr JIVE ON3DD16128D r'.'embcr 12, 20G6 Owner/Agent is _ Personally Known to Me or Contractor/Agent is onally-Known to Me or Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: initial & Date) Utilities: FD: Initial & Date) (Initial & Date) This IiLstrument Prepared By: Name:Sieven R. Feliees 1319 Lake Drive onsselbemy, FL 32707 Permit No.: NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF SEMINOLE S AMME MW-OF CIRCUIT CWRT BK 05599 FIGS 0459-04" CLERK'S a 2fc1Q15817i 07 RECORDED MINIM IIA501 RN RECURDINS FEES M50 RECORDED) 8Y D It"M I E U copy MARYANNE MOPSE CLERK -OF CIRCUIT COURT SIMI 'OLE COI 'JT'i, FLORIUA AY..., UI i)TY CLERK —Jr. F'EB p 1 ; 005THEUNDERSIGNEDherebygivesnoticethatimprovementwillbemadetocertainrealproperty, and in accordance with Chapter 713, Florida Statutes, the following information is provided in thisNoticeofCommencement. PARCEL I D # 300-OrX 1-0000 1. Description of Property: LOT ke // lAidQQCAlaft*D . as recorded in Plat Book . Pages _ _ Public Records of C2r1[) M. COUNTY, FLORIDA. 2. General Description of Improvement: IN -GROUND SWIMMING POOL 3. Owner Information: Plan% s i&i 4qe- 32U 611w Ant &-- 140 InOX1, RovrdA. 3qjtp Interest in Property: FREE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: SUNRISE POOLS & SPAS LICENSE # CPC037053 1319 Lake Drive Casselberry, FL 32707 Phone:407-262-9311 Fax:407-262-9335 5. Surety: N/ A Phone: N/ A Fax: N/A Amount of Bond: N/A 6. Lender Phone: Fax: 7. 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: STEVEN R. FELICES,1319 Lake Drive, Casselberry, Florida 32707 Phone:407-262-9311 Fax:407-262-9335 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor s Notice as provided in Section 713.13 (1)(b), Florida Statutes: NONE Phone: N/A Fax: N/A 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified). Signature of Owner) Aar T. EM ',E_ Owner's Printed Name) The oregoing instrent was acknowledged before me this Lday of 200j; who is rp- y known w who produced as identification an w ke an oath. KWY L.StArftn y Cp xNwon DD131693 NOTARY PUBLIC a v"o''"n 00•2000