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148 Magnolia Park Trl; 17-2785; INGROUND POOL AND DECKrtify that.;no;.Nvork of- nst111ation has k Af nil I., ci,r ar,l tir, r et t; ti Property Record Card Jd1WW'CFA Parcel: 18-20-31-507-0000-0020 Owner: PEGUERO FRANKLIN sc avo sr. Property Address: 148 MAGNOLIA PARK TRL SANFORD, FL 32773 Parcel Information Value Summary Parcel 18-20-31-507-0000-0020 Owner PEGUERO FRANKLIN Property Address 148 MAGNOLIA PARK TRL SANFORD, FL 32773 Mailing 148 MAGNOLIA PARK TRL SANFORD, FL 32773 Subdivision Name MAGNOLIA PARK Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value m 194,440 v^ 167,775 Depreciated EXFT Value 338 350 Land Value (Market) 39,000 39,000^ Land Value Ag Just/Market Value " 233,778 207,125 Portability Adj i Save Our Homes Adj 0 0 Amendment 1 Adj 5,940 _ 0 P&G Adj 0 0 Assessed Value 227,838 207,125 Tax Amount without SOH: $4,151.95 2016 Tax Bill Amount $4,151.95 Tax Estimator Save Our Homes Savings: $0.00 TRIM Notice Help nn— NOT Wrl i inF Nnn Ad V.1— A.... nfc Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 227,838 0 227,838 Schools 233,778 0 233,778 City Sanford v` A V $ 227,838 0 227,838 SJWM(Saint Johns Water Management) 227,838 y $ 0 227,838 County Bonds^ 227,838 TTM $ 0 227,838 Description Date Book Page Amount Qualified Vac/Imp SPECIAL WARRANTY DEED a 8/l/2015 08528 1361 254,000 No Improved QUIT CLAIM DEED 6/1/2015 08529 1360 100 No Improved CERTIFICATE OF TITLE 2/1/2015 08415 0952 100 No Improved QUIT CLAIM DEED 5/1/2012 07771 1229 100 No Improved FINAL JUDGEMENT 3/l/2010 07344 0185 100 No Improved WARRANTY DEED 8/11/2006 06391 0099 347,500 Yes Improved WARRANTY DEED 5/1/2004 05315 1146 225,200 Yes Improved WARRANTY DEED 11/1/2003 05226 1099 220,500 No Vacant Method Frontage Depth Units Unfs Price Land Value LOT 1 1 $39,000.00 1 $39,000 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ -' )C) Jolt Address: am suT. Historic District: Yes No (V Parcel ID: -0 000 -QQ a 0 Residential [commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: C Title: Phone: g gl -%3 `off (5D- Fax: Email: Property Owner Information Name ( rr Phone:. o -7 a a ) - q,3 q J Street: Resident of property? City, State Zip: CP Contractor Information Name S Phone: 7 r L)'C ?'0 Street: _ 1 (, , Chai l e.s E eA V _ 9 d Fax: City, State Zip: eQAA14 _ State License No.: f 13 00i b Q 6 Architect/ Engineer Information Name: Phone: Street: V ILL Fax: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: Address: 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. 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. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY I hereby name and appoint of All Seasons Pools to be my lawful attorney in fact to act for me and apply to the for an electrical permit for work to be performed at a location described as: Parcel # Section Township Y4nge Lot Block Subdivision 01,f X I;V Owner of Property and And to sign my name and do all things necessary to this appointment. w Brian Keith Miller EC-13001686 Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number Ro Signature of license holder The foregoing instrument was acknowledged before me this day of 6 2017 by Brian Miller who is personally known tome and who did not take oath. State of Florida C6dnty of Seminole blic, St e of Florida - 204PPVPUe(. MEGAN ELIZABETH REIS` Notary Public - State of Florida N Commission # FF 977536 My Comm. Expires Mar 31, 2020 STATE LICENSE CPC 023576 1. PARTIES: AgreealW between nerematter cailea the owner. IL 2. AGREEMENT: The contractor agrges to build or Address: 114% MA&MPLza Legal: ALL SEASONS POOLS 185 E. AIRPORT BLVD. SANFORD, FLORIDA 32773 www.aIIseasonspools.com called the contractor, and HomeOwrner Office: 407-871-2020 Fax: 407-321-5404 mming pool for the owner on the preMLses described as follows: PRICE AND TERMS PER PHASE: The contract price is: 4 . Pa able as follows: secure agreement: 1) z2_ 10% Upon signing of this instrument as a deposit on total contract price. 2) 1 i _ 30% Upon completion of dig and steel. 3) 1 JJ 30% Upon completion of concrete shell. 4) ,, 6:241 25% Upon installation of tile and perimeter plumbing installation, after footers and or rough deck is poured or t 7 Pavers installed. 5) 5% Upon installation of safety barrier. 1PRICEANDTERMSFORSPECIALTYITEMS: INCLUDED IN ABOVE CONTRACT PRICE:' 6) Solar installation. 7) + Screen installation. 8) N W Summer Kitchen installation 9) Customers will be billed in writing for progress payments as each pool phase is completed. Progress payments are payments for a completed pool phase. Progress payments are due upon receipt, and the next phase of the pool will not proceed until the progress payment is paid. Payments will be declared late after 10 days from the invoiced date and they shall bear interest at the rate of 18% per annum until paid. Any additional work or extras will be thru a change order or addendum and will be due at time of signing change order or addendum. The contractor shall not be obligated to commence construction of this pool until three days after the signing of this contract by the Owner. Since this contract may be construed as a Home Solicitation Sale. Purchaser is hereby notified of this right to cancel under the Home Solicitation Sales Act. The contract price is for all materials, equipment, and labor required for the construction of the swimming pool graphically described in the plot plan signed by the owner and generally described in the specifications below. Furthermore, if owner finances pool with Contractor, this agreement is subject to the Home Improvement Installment Contract and Mortgage executed by owner(s). 4. CONSTRUCTION SPECIFICATIONS: Contractor will install a swimming pool and appurtenant structures and equipment in accordance with the plot plan and these construction specifications. Contractor reserves the right to substitute like or similar material, equipment or fixtures. The plot plan is intended to be a representation of the pool to be built and not intended to represent an "as built" drawing because pool location, elevation of pool, location of decking and enclosures are subject to change due to set back requirements, location of existing improvements, soil conditions and other conditions beyond the control of the contractor. All measurements in this contract and on the plot plan are approximate and the pool dimensions contained in the contract may vary from the "as built" measurements. Deviations up to three (3) inches are acceptable. Therefore, the parties agree that it is impossible to ascertain actual damages in the event of deviation from specified- pool dimensions. The parties agree to adjust the contract price of an amount calculated by multiplying the percentage reduction of surface area times one-half (1/2) of the total contract price for diminished water surface area, and $5.00 for each vertical inch of depth deficiency measured only at the main drain and the shallowest portion of the pool as liquidated damages to owner resulting from said variations, if any. Depth is measured from the floor of the pool to the top of the waterline tile. Any additional soil needed for decking or normal grading in excess of what is dug from the pool, is at home owner's expense. If a diving board or slide is installed. there is no liabilitv assumed for iniuries as a conseauence of use or misusP of the divinn hnnrri nr gulp pil:%I% PLANNING AND DEVELOPMENT SERVICES DEPARTMENT W.WW.SANFORDFL.GOV August 24, 2017 MAILING ADDRESS Franklin Peguero CITY OF SANFORD 148 Magnolia Park Trail POST OFFICE BOX 1788 Sanford, Florida 32773 SANFORD, FLORIDA 32772-1788 RE: 148 Magnolia Park Trail — De minimus Variance PHYSICAL ADDRESS Tax Parcel Number: 18-20-31-507-0000-0020 CITY HALL 300 NORTH PARK AVENUE Dear Ms. Peguero: SANFORD, FLORIDA 32771-1244 This department is in receipt of an Application for Variance to increase the allowable impervious lot coverage from 3,500 square feet to 3,948 square feet in order to install a pool TELEPHONE with deck pavers on the above referenced property. 407.688.5140 Upon review, the request has been determined to be 15% or less of the required dimension and FACSIMILE 407.688.5141 is therefore considered to be a de minimus variance meeting the following criteria: Special conditions and circumstances exist which are peculiar to the land, structure or CITY COMMISSION building involved and which are not applicable to other lands, structures or buildings in the same district. JEFF TRIPLETT The literal interpretation of the provisions of the land development regulations would MAYOR deprive the applicant of rights commonly enjoyed by other properties in the same ART WOODRUFF district under the terms of the land development regulations. - DISTRICT 1 The special conditions and circumstances do not result from the actions of the applicant. DR. VELMA H. WILLIAMS Granting the variance will not confer on the applicant any special privilege that isDISTRICT denied by the land development regulations to other lands, structures, or buildings in PATRICKAUSTIN the same district. DISTRICT The reasons set forth in the application justify granting the variance, and that the PATTY MAHANY variance is the minimum variance that will make possible the reasonable use of the DISTRICT4 land, building, or structure. The granting of the variance will be in harmony with the general purpose and intent of the land development regulations and will not be injurious to the neighborhood, or CITY MANAGER otherwise detrimental to the public welfare. NORTON N. BONAPARTE, JR. Your request for a variance is hereby approved for a total lot coverage of 3,948 square feet. This approval in no way overrules or relieves the owner from compliance with any deed restrictions or Property Owner Association requirements that may be attached to this property. Be on notice that appeals of the above decision may be made to the City Commission by any person aggrieved or by any officer, board or agency of the City including the City Commission within thirty (30) calendar days of the Administrative Official's action. The property owner shall be required to withhold all action on the property until the 31 st day past the date noted above. If you have any questions, please contact this office. Respectfully, CIT OFF S ORD Jordan Smith, AICP, PP Senior Planner LIMITED POWER OF ATTORNEY Date: ` f 11 I hereby name and appoint kAdAt/ & , of All Seasons Pool Service Inc, to be.my lawful attorney in fact to act for me and t pply to the Division of Building Safety for a permit and to sign my name and do all thing necessary to this appointment for the work being performed at: Lot: O Subdivision: u C47-Z C CPC 023576 John. WWatts State License Number All Seasons Pool Service Inc CPCO23576 STATE OF FLORIDA COUTY OF .ORANGE The foregoing instrument was acknowledge before me this / U day of 20L by_John N. Watts who is personally known to me. I f11111111111 i11116 11111 GRA11T MI - OY 7 LI 'EP11WLE COUh-ITYA CLERK Or. CIRCUIT COURT & COMPTROLLER 3K 8992 Ps 555 (Pos'j CLERK'S 10 2017094830 RU.'ORDED 091/20/21-117 1-11 RE"CORDING FEES' $10.00NOTICEOFCOMMENCEMENT ' ' t". - FS 713-13 RE-ORDED BY hdevare THIS DOCUMENT MUST BE. COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2500.00 This Instrument Prepared by: ArimUgaW710E INC 185 t,AIRPORT El6d SANFORD FL 32773 PERMIT TAX FOLIO #:. 5b7-0000-Wn STATE: If CITY OF: — The undersigned hereby_gIves notice that improvement will be made to certaMl real property. and In accordanceI with 6 . hapt6r 713, florlda statutes, the following Information Is provided In this notice of commencement 1. Legal Description o I f properly: and streetaiddress If available) jq% Ra( viol to, Tots'I of2. General descriptionon of hwprovornent(s): CONSTRUCT: SWIMMING POOL I SCREEN ENCLOSURE FENCE 1 PERGOLA SUMMERXITCHEN 3. Owner Information Name Address 114 Phone: jra Fax. t a 11 Ick I X a. Interest lin.property: FEE SIMPLE It. Name.and address of fee simple titleholder (if other than owner) Phone, 4. Contractor: Name: ALL SEASONS POOL SERVICE INC ALL SEASONS POOL'SCREEN ENCLOSURES INC Address: 186 ISAIRPORT BLVD 650 HICKMAN CIRCLE SANFORD FL 32773 'SANFORD FL32771. PhoneNumber: 407.871-2020 407-70.3-2500 Fax Number: 407-32175404, 4074703w2501 5. Surety: Name and address: Phone: Fax: 6.. Lender: Name and address: Phone: Fax-, 7. Persons within the State of Florida designated by Owner upon whom notices Or other documents may be oidrvod 60 , providod by gootion 713.13 (1) (a) 7, Florida Statutact. B. In addition to himself,, -Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713113 (1) b) j Florida Statutes: ( Name, Address, Phone number and fax number) 9. Expiration. date, of notice oftommencement(the expiration date Is 1 year from the d . ate of recording unless a different date specified) TO OWNER: ANY P PAYING TWICE BY THE OWNER AFTER.THE.EXPI ER 713, PART 1, SECTION 7131.1f3l IERTY, A NOTICE OF COMMENCI ff 4TUNIIF III FINANCING,.CONSULT TO. OBTAINFINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNE, R2 RDINGYOUR'NOTICEOF COMMENCEMENT. statues under Penalties of pejury, I carfare that I have read Bill . fu . r9olily wid that Nutu It i it mu twe lurthe beb( of my knowledge and belief. in Signature ofgthvner) Note `per Sectio(713„13}1)g,, Florida, Statutes x (Print Owner s Name ) t i of Florida, CbL I IV F, W. roll wil "As day of AL404 .7 /j,— ,20 Who is personally known,to me. or who has and --(N— Ajid take all oath did not take an, oath. Megan Elizabeth Reisis I y , 8 PY011MEGAN ELIZABETH REIS Notary Public - State of Florida i Commission # FF 977536 My Comm. Expires Mar 31, 2020 164 Finish Pool Depth Profile Plumbing Sizes Pool Only Pool Main Drain Branch Lines 3" Pipe Pool Trunk Lines Are 3" Pipe Pool Return Lines Are 2.5" Pipe Proiect Notes:. Pool Deck Will be Screen Enclosed Pool Will Have Enviro Circulation System Home Will Have a 7 - Wundow / Door Alarms 30" PVC at Return Valve for Salt Cell REVIEWED FOR ODE COMPLIANCE PLANS ExAM tH to Z DATE jANFORD BUII DING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE ALICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTER REQUIRINGONISTUCTION OR VIOLATIONS OF THIS CODE ORIGINAL: 9/18/17 RECORD COPY Band Color Match/A&A R o these screen walls stayChannelStylea, Debris catching 6' Deep E Pebble Top Drain3' Dee 24' N ght t En• a i' _ f N EV o r Lanai Add to Match P.......... Pavers r' ............ ....... ..........a....... Paver Deck wl................ Cantilever Coping homeowner remove screen Light Switch9 p -Deck µ---= ------ Dram------------------- ----' wall and ALL Seasons to texture and paint porch JXVVING0 7-2785 sPNF°Ro FP tiz If You Have A Backyard, We Can Put A Pool In It! 185 E Airport Blvd,Sanford, FL 32773 wn7n71-211120 NVIN POOL H Z w n d CY W Customer: Felcia and Franklin Peguero - Job Address: same Street: 148 magnolia Park Trail County: Seminole City: Zip: City: Sanford State: FL Block: Lot* 2 Zip: 32773 Home* PB: 46 PG: 54-6_ 2 Cell # 407-221-9393 Work * Subdivision: Gate Code: Job # 8676 Scale:118" =1' u I Access 5'+ All Seasons Remove/Replace fence for access Customer Int. Pool Specifications Deck Specifications TYPE: Paver Deck w/ Cantilever Coping STYLE: Freeform PERIMETER: 65' AREA: 271 sgft DIMENSIONS: 21' 6" x 30' AREA: 331 sgft WIDTH:16 LENGTH:24' FOOTER:59' 8x12 COPING: 65' DEPTH: TO" X 6' 0" DRAIN: 39' CONCRETE RISER: N/A M.D: 1 - 3" RTNS: EP+ 6FL 2w PATIO: 214 sgft FENCE: N/A SKIM: 1 - 3" LIGHT: White Lens Kit TURN DOWN DECK EDGE: DOUBLE STEEL: N/A P.C.: Plumb In 6" — +12" WELL WATER: N/A GALLONS: 8,026 24" — +30" — +36" — NOTES: 18 sgft of Concrete Removal NOTES: SPA Specifications STYLE: AREA: ERM: T-JETS: TNS: LIGHT: /D: SPILLWAY: HEIGHT: BLOWER: NOTES: Tile Specifications 6" — +12" — +18" — 24" — +30" — +36" — DECK JETS: N/A BUBBLER: N/A SHEERS: N/A STEP TILE: 23 LNFT FACE TILE: 65 LNFT NOTES: Misc. Options OUTLETS: GAS LINE: CHASE PIPE: HOSE BB: SUMMER EN STUCCO: R: STONE: OR: COUNTERTOP: APPLIANCES: Screen / Fence ROOF SQ: 468 TYPE: DOME WALL SO: 610 WALL HGT: 10' ELITE ROOF: 177 SO FAN BEAM: N/A SCREEN COLOR: Bronze NOTE: Stucco repare & Paint FENCE TYPE: N/A HGT: N/A LENGTH: N/A COLOR: NIA GATES: N/A Equipment PUMP: VS FHP HP: 1.0 FILTER: CS SQ: 150 PUMP 2: N/A HP: N/A CHLOR: TC 11 KU OZONE: N/A POOL SWEEP: N/A HEAT PUMP: N/A GAS HEATER: N/A TYPE: N/A CONTROLS: STANDARD AUTOFILL & DRAIN N/A NOTES: 7- Window / Door Alarms Color Selections POOL: TILE: TILE GROUT: STEP TILE: STEP TILE PTRN: DECK COLOR: DECK PTRN: COPING: COPING GROUT: FLOORHEAD: NOTES: Site Specifications DIG TYPE: Micro Dig & Haul / Shuttle ELEVATION: TBD YARDS: 15 NOTES: Designer DESIGNER: Dave Colby CONTRACT DATE: 7/28117 APPROVED BY: Josh Frankenbeny DATE : 9/18/17 www.AllSeasonsPools.com gre4in'S' . vy.•K'",{,,.i ...i Nit x,e, %;`''"y.,. , TA I SI mng rill ofTtwicfcz-----— 7/6/1013 REVISION FL 010106 BOUNDARYSURVEY SEMAMECOUNTY 22t C-1 R=125.00'(P&M) L- 7. i5'(P) 7. 07'(M) d --6'16'45"(P) 3'14'24"(M) S 8804956" W, 7.15'(P) S Be13'32" W, 7.07'(M) SURVEY NUMBER: FL1507.0106 4: (REV.1 7/6/2015) SILVER LAKES, INDUSTRIAL, PARK REPLAT P.6. 4B, :PGS l54-62 30' _WIDE MAINTENANCE & ACCESS SS 89'26'09" E 60.05 1 tL3:,FlR iS 89'31'41" E 6040' 1. 1/2" RR OX G. t ro o ) ScQr yJ C-2 To PO 1 -- R=125.00'(P&M) : ON Li L= 42.88'(P) 42.821(M) o =W39'13"(P) 19'37'40' S 7721'58" W, 42.67'(P) '' S 7716'06" W, 42:61'(M) I C-3 Pm\ ev Y° R=125.00'(P&M) L=22.03'(P) 22.00'(M) A =10'05'55"(P) 10'04'58"(M) S 62'4548" W, 21.97'(M) TABLE: L1 N 6725'00" W 20.54' (P) N 6257'44" W 20.61' (M) 0 a.,9,'S OE I tri rr- W W o+c bbg zz 1D' sw.EL Sp M C Y' r;- (goo) 48.0' LOT 2 PIS #u8 7.01 ME-TeQ sx,rb Per the D '-''•°••%t e minimus variance approved oilAugust24, 2017 to increase the allowableimperviouslotcoveragefrom3,500 S.F. to3,948 S.F., ok to construct 331 S.F. S.F. Pool with deck deck and 271 pavers as shown on planrJi y`C,sr.... I hereby certif t t6ft2Bo 'e hereon descri ro s n "mbde 'ilndle " may/ my direction, o y knowledge and belief, i acc to representation of a survey t me St ards of Practice set forth by th Fs on aRt oa f Professional Surveyors & Map c 'uN er 5d-17 of the Florida Administrotive e. WILLIAM E. LUCAS State of Florida Professional Surveyor and Mapper License No. 5782 ON m 24' To Z$ To POOL ` ON LOT APPEARS TO BE SERVICED BY CITY WATER AND SEWER FENCE OWNERSHIP NOT DETERMINED S.W.E. — SCREEN WALL EASEMENT 30 0 15 30 GRAPHIC SCALE (In Feet) N1inch = 30' ft. Use ofihis Survey for Purposes other than Intended, Without Written Vcrldation,wlll be at the User's Sole Risk and Without Uabtllty to the Surveyor. Nothing hereon shall be Construed in Glv ANV m.6s,.. s,...a.. «, • .... rw_..r . .mow r .,.r FLOOD INFORMATION: POINTS OF INTEREST BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING (1) CONCRETE DRIVEWAY OVER 10' UTILITY EASEMENT (2) VINYLMUNICIPALITYORWWW.FEMA,GOV, THE PROPERTY APPEARS TO BE FENCE OVER 10, S.W.E. LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN THE CITY OF SANFORD, COMMUNITY NUMBER 120294, DATED 09/28/07. CLIENT NUMBER15-020021 DATE 7/G/o1g AFFILIATE q, e ` MEMBERSjiBIfYER::FRANKLIN.M..,PEGUERO ; -, SELLER: U.S BANk•NATIONAL ASSOCIATION I TO FkANKLIN. PEGUERO; CONSUEGRA TITLE, LLC; ; FIDELITY NAn- CANAL TITLE INSURANCE COMPANY; AMERICAN NATIONWIDE MORTGAGE COMPANY, INC •- ••• Land Surveyors Inc • w+wvexactaland.mm Ca"_l![.tnte_[eet T, John N Watts, License# CPC- 023576 hereby, a£firm that one of the following. methods will ,be used to meet the requimrnents of Florida Building Coda, Section 424:2: The pool will be equipped with an approved sa 4y. pool cover that complies with A8TM F 1346-91. Standard Performance Specifications for SafetkCouers for Swimming Pools, Spas and Hot Tubs. A continuous, one piece barrier (Child fence) meeting the requirements of Florida Building Code 424,2:177.1 will protect the pool perimeter (pool deck). Submitted Plans must show the fences' location and method of attachment, including one, end shall not be removable with the use of tools. A combination of non-dwelling,.walls { screen enclosures, child fences, etc...;} will protect the, pool perimeter. Submitted`plans will gpecifj the type. And location of all non -dwelling wa1.1s. Any,coanon of!protection whirl incorporates dwelling walls with doors and/ or windows opening directly intothe pool perimeter which includes self closing, self latching devices and/ or exit alarms complying with UL20"I7 and FloridaBuilding Code424;2.17.-L9. Submitted plans will show al types and locations of all perimeter protection. The plans must also show the location and types of all opening as well as the hardware and /or exit alarm for each location:, Lunderstand that not: having one'of the 'above (;or an approved alternate) installed will constitute.a Violation of Chapter 515' F:S. atki will be considered as committing a misdemeanor of the second degree, punishable as provided in section 775.082 or sectio 775.083 F.S': John N. Watts Contractor Owner's Signatures r4L/) /<tj .,1776, 5 a Z.* Owner's Name ( Print) Owner's Signatures Owner's Natty t Pdnt Install Battery ................................................. 3 Auto Battery Check ........................................ 4 MountOn Wooden Fence ............................... 5 Mount On Metal Gate ..................................... 6 Mount On Wall And Glass Doors ................... 7 Additional PASS/RESET Switch ................... 8 Operation........................................................ 9 Automatic Reset Under All Conditions ........10 AutoSiren OFF...........................................11 Automatic Continotis Monitoring ................ 11 IMPORTANT ..................... .........12 Welcome Congratulation on purchasing this YARDGUARD safety alarm. The YARDGUARD can be used to monitor potential dangerous areas, and provides a high volume alarm/alert when children enter these areas. It can be used indoors or outdoors, mounted on a wooden fence or metal gates. It can be mounted on any doorways or openings that lead to potentially dangerous areas. Caution The alarm siren is very loud. Never place the unit close to your ear. prolonged exposure to the loud siren can affect your hearing. Install the unit at minimum height 54", high enough to be out of reach of children. This YARDGUARD is an entry monitor device. Whether expressed or implied, it cannot replace any safety device. All safety precautions should be maintained, including parental supervision. Neither Sznartpool Inc, nor anyone else who has been involved in the creation, reproduction or delivery shall be liable for any direct, indirect, consequential or incidental damages arising out of the use or liability to use the YARDGUARD. Install Battery Before installing the battery, use a rubber band to hold the magnet - -- - - sensors together temporarily, with dot .. matched to dot, thereby preventing the alarm from; sounding after the battery is installed when mounting the unit. To install battery, remove the four screws at the back, then open the battery door. Install a fresh 9V battery (not included) into the battery compartment. Check the polarity. Close the battery door and tighten up the four screws. Now the unit is ON and in working mode. To check if battery is installed properly, press the battery check button located at the lower right corner. The unit will beep when you press this button. If no beep sound is heard, check ine battery installation again, or replace with a new ba Auto Battery Check The unit will keep monitoring the battery level. When it detects that the battery is low, you will hear a loud and short beep every minute. Change battery when you hear this beep. a 3 Mount On Wooden Fence Install the mounting bracket onto fence post using the two bigger screws. Slide the alarm unit onto this mound You wil when 1 properl} Mount inagnet sensors onto fence post, one on each side, using the four smaller screws. s Mount On Metal Gate Install the mounting bracket onto gate post using two nylon straps. Slide the alarm unit onto this mounting bracket. You will feel a click when the unit is properly installed. Mount the two magnet sensors onto the t w o spacer stands using the f o u r smaller screws and then mount this sensor assembly onto gate post using the nylon straps. Mount On Wall And Glass Doors Install the mounting bracket using two pieces of double sided foam tape. Slide the alarm unit onto this mounting bracket. You will feel a click when the unit is properly installed. Apply the double sided foam tape onto the bottom recessed area of magnet sensor pair. Mount the maan sensors, one on the door ar the other on the door frame. Mount the magnet sensor wi the wire onto the stational surface such as door frame. Additional PASS/RESET Switch This unit provides an additional PASS/ RESET switch, which can be mounted on the other side of the door for convenient access from both sides. This additional switch can be mounted by the 2 smaller screws or double sided foam s Operation This YARDGUARD is designed to monitor the opening of gate or door, to alert an adult if a child has opened a gate or door to a potential dangerous area. Check the battery. Press the CHECK button should give a loud beep, otherwise replace with a new battery. The unit will give a loud siren if gate or door is opened by more than one inch. For adult entry, press the PASS button. The unit will allow the door be opened up to 7 seconds without triggering alarm. However, if the gate or door is opened for over 7 seconds, the alarm will trigger. To reset the alarm, first close the door and then press the PASS/RESET button. The alarm is now back to stand by mode. To exit the protected area, press the PASS/RESET button and exit the area within 30 seconds. Automatic Reset Under All Conditions The unit will be reset automatically in 30 seconds after the last key activation. If the PASS/RESET button is pressed but the adult entry 7 seconds allowance is not utilized, this adult entry allowance will be canceled in 30 seconds, and reset to stand by mode automatically. 9 10 Auto Siren OFF Siren can be turned OFF manually as describe on previous, section, or the unit will reset in 4 minutes automatically if the gate is closed. Automatic Continous Monitoi-ing If alarm is triggrered and reset by it.elf in 4 mlllutes, the unit Nyill check the condition of magnet contact sensor to decide if the door retrains open or not. it' the door is left open, the alarm sounds again for 4 minutes. check the door condition again and continue the cycle until the door is closed. IMPORTANT Keep the distance between the two pieces magnet sensor contacts to a maximum of 3/4" Test the unit by opening the door. The alarm should go off immediately. Otherwise contact SmartPool Inc. at 877-799-7665. Do not rely on the alarm until the test results are satisfactory. 12 ountin Bracket mom 7Ntag" Contest Swit Nylon Stra s EA ditionalS/RESET LWA s _ POOL COMPI1ES WITH U1 yAt 011211UR PORTE, P13RTLLA3N ET FENIEMRM a• Includes All Hardware for Mounting on Wooden and Metal Gates, Sliding Glass Doers & Windows!- Comprcred tout leamuterki pour le montage sur port& de has cu do mstal les portes of les fea lres coasscetes on verre ! 120 dB Siren! _ SWito de 170 d8 I T MeetsorExceedsADStatefBarrier Atom Codesl t + Rospede ou depasse toutes 1e5 names t:' d' atarme do barribre - - Low Battery Warningl Averi tssaneni de barttarie fa.610 Automatic Resell F? etrrmialtsnmion cmumo:rratiqu \„ Nam r 0 VS FloPro, Jandy- Pro Series variable -speed pumps comply with Appliance Efficiency Standards e.g., CA -Title 20 and ANSINAPSP-15) and qualify for energy company rebates where available. VS FloPro' Variable -Speed Pump* VS FloPro is designed with an innovative adjustable base, allowing for simple installation on new construction, or quick and easy replacement of existing pumps. Well suited for applications with 1.5" or 2" plumbing, the VS FloPro is designed to be operated at energy saving lower speeds for maximum efficiency. Ultra high efficiency motor. Features a totally enclosed fan -cooled TEFC) permanent magnet brushless DC motor for cooler operation and extended motor life. On -board digital controller included. Two timed speeds/8 speeds total. 1800 rotatable & remote mountable for easy installation. Reliable battery backup ensures time and settings are stored during power outages. High performance pump in an ultra compact body. Fits easily in small equipment areas. Additional Features Adjustable base included 2" unions and 2" internal threads Ergonomic easy -transport handle High profile easy -grip handles with large capacity basket Complies with Appliance Efficiency Standards (CEC Title 20 & ANSI`I/ APSP-15) and qualifies for power rebates, where offered Part No. Description HP List Price VS-FHP1.0 VS FloPro Variable -Speed Pump 1.0 HP $1,496.79 w/ JEP-Fl Controller, 230 VAC 2013-2014 Zodiac Pool Systems, Inc. Product Catalog DDm G puw Technical Information Specifications and Dimensions for VS FloPro`" 1.0 HP Variable Speed Pump When installing the pump, leave a minimum of 2 ft. of clearance above the pump for removal of strainer basket. wont huge of union to Center of Son Holes z--- Bolt Holes. Center to Center Options Fils Dimension Dimension Hayward' Super No Base Pump,' Pentair' 73/4" SuperFlo, I Sta-Rite' SuperMax' Small Base Hayward Super II'" Jandy" Pro Series 87 3" 137."s" PlusHP, Jandy Pro Series Max HP Small Base Pentair WhisperFlo; g1:a" 14 e" w/ Spacers Sta-Rite Dyna-Glas Small Base + Sta-Rite Max-E-Pro , Large Base Sta-Rite Dura-Glass' 103A' 153/.. Sta-Rita Dura-Glas 11, Sta-Rite Max-E-Glas;` VS FloPro (VS) Pump Curves 90 O 8o LL O f.— 70 WWLL 60 3450 RP%i W 50 x U ,w Q2500 RPM Z 30 Q 20 N I. RPM Oi0 fi00 RPM 40 35 In 30 2 U 25 z W Q 20 Z) O 15 W a 10 Z D 0 5 0- 0 — '0 o to 20 30 40 50 30 70 90 90 160 110 120 134 140 150 160 170 M 1e0 200 FLOW RATE. GALLONS PER MINUTE, (GPM) 2013-2014 Zodiac Pool Systems, Inc. Product Catalog 020Zodiac Pool Systems. Ina AU rights reserved , 013 \ U V D V LIVIJ ZOD1AIACcr9 Lea registered trademark of Zodiac International. To view full catalog go to Products page S A,S U_ used under license. Trademarks referenced herein AiD D 11 www. ZodiacPoolSystems.com are the property of their respec*,e owners. an Pro 'Series by ZODIAC® CS100 CS Cartridge Filter 100 Sq. Ft. CS150 CS Cartridge Filter 150 Sq. Ft. CS200 CS Cartridge Filter 200 Sq. Ft. CS250 CS Cartridge Filter 250 Sq. Ft. CS Filter Head Loss Curves 8 6 Design Head Loss ft head) a a 0 I 0 30 CS150 CS200 CS250 CS100 60 90 120 Flow mate (gpm) www.ZodiacPoolSystems.com 3 Design Pressure 2 Drop Psi) 1 0 Technical Specifications CS Series Filters M Specifications and Dimensions, CS Series Filters Model No. CS100 CS150 CS200 CS250 Filter Area 100 ft2 150 ft2 200 ft2 250 ft2 Design Flow Rate 1 gpm/ft2 85 gpm/ft2 625 gpm/ft2 5 gpm/ft2 Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm Six (6) Hour 36,000 45,000 gal- 45,000 45,000 gal - Capacity gallons Ions gallons Ions Eight (8) Hour 48,000 60,000 gal- 60,000 60,000 gal - Capacity gallons Ions gallons Ions Normal Start Up Pressure 6-15 psi 6-15 psi 6-15 psi 6-15 psi Max. Working Pressure 50 psi 50 psi 50 psi 50 psi Cartridges 1 1 1 1 Required Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. Height ('A') 323/e" 323/s" 42'/2" 421/2" 02011 Zodiac Pool Systems, Inc. SA6259 0611 ZODIAC® is a registered trademark of Zodiac International, S.A.S.U., used under license. VGB UNBLOCKABLE CHANNEL PEBBLE TOP DRAIN COVER 0nyne ! Q rinCvrNeA Color Match Pool fittin Channel Pebble Top Drain A& A AVSC Channel _ Drain Baffle a o e e e ala u R s i.< iy.5_.r. i..:4G: i3 • c,SSJ. dr, A&A --- .tr AVSC Channel •s'. Drain Sump z r EATURES This new Unblockable Channel Pebble Top Drain Cover is designed with our Pebble Top Technology that adheres the same plaster, aggregate. or tile being applied to the pool, directly to the top of the drain cover tc virtually disappear into your pool floor. Channel PebbleTop Drain Cover Fits with A&A AVSC Channel Drain (sold separately) Safety Engineered: VGB, ANSI/APSP 16-2001 and NSF/ ANSI 50-2009a Compliant Flow Rates: Single inlet 200 GPM; Dual inlet 208 GPM Manufactured from superior UV -Resistant ABS Available in 7 designer colors Proudly made in the USA A& A AVSC Channel Drain (sold separately) Unblockable design Large Opening for debris removal Available in Single and Dual Inlet Save money: with dual inlet design you can use one AVSC Drain for two pumps Perfect for pools, spas, negative/vanishing edges, fountains, and water features Optional Hydrostatic Valve connection Color Options LVhite Clear OV Job Name Peguero NOTE, These Requirments Apply ONLY to the Filtration Pump Pool water volume 81026 = 36360 = _ gpm - this Is the calculated flow rate. Note: for pools under 13,000 qalsn the calculated flow rate or 36 gpm whichever Is greater = the filtration flow rate. Is the an Auxiliary load on the filtration pump? YES NO If so, what in the calculated flow rate 55 gpm. Flow Rate (low speed) 36 gpm @ 600 rpm Minimum suction side pipe size @ 6 fps 2-0 in, Minimum suction side branch pipe size @ 6fps 2,0 — in. Minimum return side pipe size @ 8 fps 2.0 in. Minimum suction side branch pipe size @ Ups 2.0 In. Determine Fitter Size, Filter Factors (GIOMISF); W Cartridge (0,375) DE (2,0) Sand (15) Filter Size: 55 .375 146.6 f IF-Rhf Fall) (FICW Rog) wodtf) Pump Controls Filtration pump has no auxiliary load - standard time clock 2ND TIMMER Filtration pump with auxiliary load - Control model for low speed default whithin 24 hr. N/A ANSI 5 & ANSI 7 ComplianCe Work Shoot 1, Distacis from pool to Pump in foet: m 22 2, Friction Loss (in suction pipe) In 3 Inch pipe per I ft. @ 181 gpm = —' 07 3, Friction Loss fin return pipe) In 2.5 Inch pipe per I ft @ _ 146 __ gpm u _ 13_— QftWjffljj0 AtApllfle4 TOW 4, 22 X Lonlith W 11XI. P100) 22 X i.Znth Pt Fownt pwa) 07 Pt of tew)) It of Pipe) 13 Ft or Ned + f ft 01 PlPaj TDB! in Piping: 4.4 1.54 Filter / Heater loss in TQH7 3.5 t-Ito" &4tt' pl£*l 2.86 All outer losses', rroH Reum PIPO) Total Dynamic Hand (TDH)-, 91212EM1139 §IMQUMU2tL Branch Piping to be 3 inch to keep velocity @ 6 W max at =36 7] gpm System Flow Rate, Trunk Skimmer a inch to keep velocity @ fps max at GPM System Flow Rate. Suction Piping to be N Return Piping to be Inch to keep velocity @ D fps max at D46:] gpm System Flow Rate. Filtration Pump, FVS FHP 1-0 HP Maximum Flow Rate 120 OPM Main Drain Cover: I VGB CHANNEL hack all that apjply; 2 suction outlets GPM max, flow 3 E:= suction outlets OPM rnox< flow FLO—OR I suction outlets 200 GPM w/ 1 Ports 1RIBLdeAd In Coversion Chart1InchesMercury (Vacuum Gauge) to 12 14 to 10 0 03- i- Y`3;2 Y3.,5 5's Is'i 4.6 0.1 0-4 2Z)lIt 1 0.1 71-5- 4 20.4 1 65- 7- 76-4 74— 11a- iii- 7U- B7*- 4 --- T 9 114 --' 2A 7 R3- 93- Ej- Ia—j nt; 11-0 U irl BE aw- 26W laii 25A VA 31,0 W 107- 939- 97- FA- W 31-0 U2 l" WA-- tri- WA B-4- HA'- 57-- 55- 7 4-11 A43 45A 2 W- 15T- 71— 3 43 -5 918- 1m I Ei- gi- c&o 4-Ij 4" T4 3U 30d 79TII -A A- Z U- 4ii- ZU-4 617 5-6 E-W o103--W4 141i--K7- 70-4 4IiA r 9-142A 69.7 0 042 Ul i5 4a 4i i al-- 63-0 0-12 S7.0 am G" WA no no 22 4" 93,11 90-3 47,6 M9 MI IWA- 904 9 712 23- 4U4 0,1 Mo a I U Wo tF2- iiz- 71 3 73.8 7613 imo na no T" mi o" 010 A al FU TE-5 74-1 M4 047 GGA W W4 7%7 7.0 7A,2 WA- no to tilt) 6A.2 714 li.-O IFD- fK3-- J53- RF- a I- VA 3r- rl K 714 no Wl- 7ra- or*- al- U -1 M W4 Ir)77- 772-4 63- 4r7-A- 63- W 0 02 705 4 6-.7 034 42. 10 TO, 577 G53 4716 WA I Z4 7" ZU Ott A 33 404 otl OT'S 921 OM 1 0019 1012 Calculation TDH 23mm= am Hj Complato STDH Worksheat - Fill In all blanks. Complete Propiram or Other cales, Fill in required blanks an wofthest & affech calculations, of the now or fisplocamont pump, AU- 0EASOI'm rVom IDS EAST AIRPORT M 5ANFORD, FLOROAQ 7011 Q) TA 0^ JAi' 0 2017 14r# taaaaet#ttW JOB SPECIFIC PIPE SIZING, TOTAL Dl'NAP'IIC HEAD CALCULATIONS AND EQUIPMENT SPEGIFIGATIONS AND DOCUMENTATION ARE TO BE PROVIDED BY TI4E POOL CONTRACTOR FOR EACI•4 PROJECT. T4-4E POOL CONTRACTOR MUST USE THE MAXIMUM FLOW GAPAGITY OF TPE SELECTED PUMP AND PROVIDE NYDRAULIG CALCULATIONS FOR TDI-4 TO DETERMINE PROPER PUMP AND PIPING SIZING. THE f-IANUFAGTURER'S EQUIPMENT SPEGIFIGATIONS AND OTI-{ER DOCUMENTATION FOR PUMPS, FILTERS, NEATER EQUIPMENT AND MAIN DRAINS AND COVERS ARE TO BE SUBMITTED FOR REVIEW AND DOCUMENTATION FOR SIZING THE CIRCULATION SYSTEM. FCCi FCiULH I QAN GHLORINATC POOL FILTER MAIN DRAIN SUCTION l SKIMMER SUCTION 11 IILL - I - IIIIII11II II I j RETURN j 1 L II - IIIIIIII11III LI LOW PROFILE JUNCTION 4. 0' SWIM BOXI _ MIN. OUT UL APPROVED UNDERWATER LIGHT POOL SHELL 5000 P51 FUMP MIX CONCRETE PNEUMATICALLY APPLIED. 0"- 7" IN VERTICAL WALLS (TYP) IN GOVE5 AND FLOORS (TYP) 2500 MIN, GUNITE MAY BE 5U55ITIUTE1--) FOR 3000 PSI CONCRETE UNDERWATER LIGHT tlllF MAIN DRAINS MEET THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT. w rig] II FLOOR RETURN 3 REQ'D. SKIMMER EQUALIZER LINE WITH GRATE RETURN INLET SKIMMER SKIMMER ---- J THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES THE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN BOX. IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN BOX PORIZONTALLY, THE COVER FROM THE TOP OF THE GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5 TIMES THE DIA. OF THE MAIN DRAIN PIPE. 1- 1/2 TIMES THE DIA. 1- 1/2 TIMES THE DIA. MAIN MAIN DRAIN DRAIN rr------------- II RETURN INLET Z1J 1 Z11 it Fj1Lull lYL b TYPICAL SWIMMING POOL VARIES 3 BARS GRADE 40, 12" O.G. VERTICAL AND HORIZONTAL ( TYP) WATER LINE 1/ 2" QUARTZ FINISH MAIN DRAIN W/ RELIEF PLUG OR 2" a Qooaboo HYDROSTATIC RELIEF VAI VP IF RF(O'f] ba e o o8 DEEP END FLOOR AND ROGKBED WALL REINFORCEMENT TO SLOPE BREAK- 1* 3 BAR ® 12" ON CENTER, EACH WAY < 8.0' DEEP 03 BAR ® G" ON CENTER, EACH WAY > S.O' DEEP AND OVER. 6" X6" CERAMIC TILE o° o8a oeooSWIMMING POOL SECTION I N 6" X6" CERAMIC TILE 2-# 3 REBAR CONTINUOUS 8' I- 3 REBAR l0 CONTINUOUS 4 4" THICK CONCRETE DECK W/ FIBER MIX 2500 P51 OR WIRE MESH 4" COMPACTED SOIL UNDER p CONCRETE DECK rn -- 03 BARS 12" ON CENTER EACH WAY (GRADE 40) PARKER MY Hli E P.E%'#32645 GENERAL NOTES: I. POOL 15 TO BE BUI-LT TO COMPLY WITH FLORIDA, COUNTY AND CITY BUILDING CODES. 2. ALL METAL PARTS WITHIN 5 FT. WILL BE GROUNDED AS PER NATIONAL ELECTRIC CODE AND AS REQUIRED BY LOCAL INSPECTOR. S. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN ( 12) TWELVE HOURS OR LESS. 4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS OF SIZE AND SHAPE. IF FILL 15 REQUIRED FOR 2 FT. TO 4 FT. OF WALL HEIGHT THEN WALLS HAVE TO BE REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS) AND/ OR EXTRA WALL THICKNESS (8" TO 10") 5. ALL PVC PIPE WILL BE SCHEDULE 40. 6- ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED TO POOL STEEL AND GROUND WIRE. 1. POOL ALARMS DO NOT NEED TO BE HARDWIRED S. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING. 9. TERMITE CONTROL WILL BE APPLIED UNDER ALL POOL DECKS. 10. ALL PUMPS AND FILTERS WILL BE ANCHORED TO A CONCRETE PAD WITH TAP CON ANCHORS. II. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED WITH A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH A. N.5.1./A.S.M.E. A112.19, SM, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, SPAS, HOT TUBS, AND WHIRLPOOLS BATHTUB APPLIANCES" 12. THE POOL DESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION. 13. RESIDENTIAL POOLS MUST COMPLY WITH CHAPTERS 42 AND 45 OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION. 14. POOL CONSTRUCTION WILL MEET 2011 NATIONAL ELECTRIC CODE. SEE 680.26 (6)(2)(b) FOR PERIMETER BONDING USING AT LEAST ONE() 08 AWG BARE SOLID COPPER CONDUCTOR. 15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH OF 8'-O" 03 REBAR 12" O.GB.W. OVER SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT A PART OF THIS DRAWING 5PEGIFIGATION5. WALL THICKNESS SHALL PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN WILL BE REQUIRED. 16. RESIDENTIAL POOL5 SHALL COMPLY WITH THE ANSI/ AP5P/IGG-5 20I1 FOR RESIDENTIAL INGROUND POOLS, AN51/ AP5P/IGG-3 2014 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS, AND ANSI /AP5P/IGG-1 2013 FOR SUCTION ENTRAPMENT AVOIDANCE STANDARDS. AND ANSI/AP5P/IGG-I5A 2013 STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY li. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION FITTING IS MISSING, BROKEN, OR LOOSE. 18. IF THE SUCTION INLET SYSTEM, SUCH AS AN AUTOMATIC GLEANING SYSTEM, 15 A VACUUM GLEANER SYSTEM WHICH HAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER, OR OTHER APPROVED MEANS. IGC( FCiULH I I V N GHLORINATO POOL FILTER THERAPY JET RETURN LINE MAIN DRAIN (SUCTION) it I iiI IiI RETURN LINE I1111 L j MAIN DRAINS MEET THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT. SECOND MAIN DRAIN MAY BE ON SIDE WALL) I I. I I, i II L i s"g i i UNDERWATER LIGHT I II I I II 3/4" BULLNOSE TILE OPTIONAL ON EDGE OF STEP. TYPICAL SPA POOL - 2 MAIN DRAINS ON FLOOR POOL SHELL 3000 P51 CONCRETE PNEUMATICALLY APPLIED. G" IN VERTICAL WALLS (TYP) G" IN COVES AND FLOORS (TYP) 2500 MIN. GUNITE MAY BE SUBSITIUTED FOR 3000 PSI CONCRETE 1/2" QUARTZ FINISH UL APPROVED UNDERWATER LIGHT VARIES COMPACTED SOIL LLL-- UNDER GONGETE DEGK (n MAIN DRAIN SUCTION LINE MAIN DRAIN W/ RELIEF PLUG OR 2" HYDRO57A71G RELIEF VALVE, IF REQ'D. SECTION 4" THICK CONCRETE DECK W/ FIBERMIX 3000 PSI WATER LINE 6"XG" CERAMIC TILE LOW PROFILE JUNG71ON BOX MIN. I. r EXTRA 1*3 BARS CONTINUOUS 03 BARS 12" O.G. p0oo0o0 VERTICAL AND 0,000 HORIZONTAL (TYP) GRADE 40) 0000o 0.0 0 00 O ROCKBED THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES THE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN BOX. IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN BOX HORIZONTALLY, THE COVER FROM THE TOP OF THE GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5 TIMES THE DIA. OF THE MAIN DRAIN PIPE. 1-1/2 TIMES THE DIA. 1-1/2 TIMES THE DIA. MAIN MAIN DRAIN DRAIN GAP TILE/ BRICK/ OR CANTILEVER WITH WATERLINE TILE AGRLYIG FINISH 2-03 REBAR CONTINUOUS STEEL REINFORCED CONCRETE — 6 DECK AND TILE DETAIL PARKER 1" IYNOPENBERG $ ASSOO. INC, PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1729 RIDGEWOOD AVENUE HOLLY PILL FLORIDA 32118 386) 677-6891 FAX (586) 677-2114 TYPICAL RESIDENTAL SW/POOL DESIGN FOR ALL SEASONS POOLS 4 SERVICE 185 EAST AIRPORT BLVD. lc7T. AL T SANFORD, FLORIDA g'iO,.r55 •`)=A,W 401-811-2020 r- A- PARKER M1fi ilydi R;P s`32 045 THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/17. IF THE FLORIDA BUILDING GODE IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 2 OF 5 POOL BONDING NOTES: I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A COPPER CONDUCTOR; MINIMUM #8 AWG BARE SOLID COPPER CONDUCTOR WHIGH FOLLOWS THE CONTOUR OF THE PERIMETER SURFACE OF THE POOL FROM IS" TO 24" FROM THE INSIDE WALLS OF THE POOL AND WHICH IS SECURED WITHIN OR UNDER THE PERIMETER SURFACE 4" TO G" BELOW SUBGRADE. THE PERIMETER BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL AT A MINIMUM OF 4 POINTS UNIFORMLY SPAGED AROUND THE PERIMETER OF THE POOL. 2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS PER NEC 250.8. BONDING GABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM OF EXCAVATION. 8. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A #8 AWG BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING AT 4 POINTS SHALL NOT BE REQUIRED. q. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY NEC 680.26 (VERIFY LOCATIONS) USING #8 AWG BARE SOLID COPPER WIRE. 10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL HANDRAILS, DIVING BOARDS, AND LADDER GRABRAIL5 IN THE POOL AND SPA AND AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT. HORIZONTALLY OF THE INSIDE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVE THE MAXIMUM WATER LEVEL OF THE POOL USING #8 AWG BARE COPPER WIRE. 3. WHEN REBAR IS UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS it ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBARADJACENTTOTHEPOOL (WITHIN 5 FT), THIS REBAR SHALL BE BONDED USING PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE8AWGBARESOLIDCOPPERCONDUCTORBYLISTEDMEANSPERNEC250.8 REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHIGH SHALL, IN TO THE BONDING CONDUCTOR. TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES. 4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS 12 ELECTRICAL CONTRACTOR SHALL GALL FOR THE INSPECTION OF THE BONDING OFSHOWNAREDIAGRAMMATICONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS. EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL WHILE MAINTAINING SMOOTH RADIAL CURVES - NO q0° RADIUS SHALL BE PERMITTED. c an nln nnr lnl lrTnR 5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS. 6. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER GLAD STEEL, 8' LONG NOTE I AND DRIVEN TO A DEPTH OF 28" BELOW FINISHED GRADE, MINIMUM, AND WHERE USED SHALL BE BONDED USING #8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. NOTES 2 AND 3 NOTE I P T. SPECIAL GASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS, S POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS, AND ZERO -LOT LINES. IN THESE GASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE BOND JUMPERWITHNEC680.26, NOTE 1 (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING NOTE 3 MINIMUM 5/8" DIAMETER FROM POOL REBAR OR NOTE 8JURISDICTIONlAHJ). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COPPER GROUND ROD BONDING CONDUCTOR COORDINATION OF THE BONDING WITH THE AHJ IN THE DETERMINATION OF ITqrYPICAL TYPICAL DRIVEN UNTIL MAXIMUM APPLICATION OF THE NEC. RESISTANCE VALUE OF 25 OHMS IS REACHED NOTE I BOND JUMPER (IF USED) NOTE q BOND JUMPERTYPICALNOTE10 TYPICAL TYPICAL BONDING TYPES SWIMMING POOL LT FIXTURE NOTES 1, 4, NOT TO SCALENOTE11 5 AND 8 IIn TYPICAL NOTES: I. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. LADDER, HANDRAIL, DIVING BOARDETC TYPICAL POOL BONDING PLAN TRANSFORMER NOT TO SCALE PUMP MOTOR JUNCTION BOX BONDING LEGEND IFUSED) b } BONDCONNECTION, PER NEC 250.8 PAPKER MYNCNENBERG 4 A5500. INC. o PARALLEL TAP CONNECTION, PER NEC 250.8 o PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS UNDERGROUND BONDING CONDUCTOR, #8 AWG (MINIMUM) Pool LIGHT wcuE 172q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118 1386) 67-7-68g1 FAX (386) 677--)114 METAL CONDUITS OR PIPING SYST TYPICAL CONTROL PANEL(S) RESIDENTAL 5W/POOL POOL ' `` ' ° DESIGN FOR RE I NFORG I NG L p1;Y:: ',S t ALL SEASONS POOL5 4 SERVICE 1e STEEL Ca7Ce7] . K., L .,, r .- , -_ 185 EAST AIRPORT BLVD. 0o N 'i;T t'IT SANFORD, FLORIDA 401- 811-2020 HEATER CASE _ _ 4 i ae3 TYPICAL POOL BONDING 50PEMA7I0 Y `{ - ,. ,.M ' THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER t~ FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE Nor ro SCALE YEAR EXPIRING ON 12/51/17. IF THE FLORIDA BUILDING CODE 5GUEMATIG NOTES: ,.4 IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING w MAY BE RENDERED VOID. 1. T E EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES, © ' .-` a }}7 METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT, a 20 1 AND METAL WIREWAY5/00NDUITS SHALL BE IN ACCORDANCE WITH NEC 680.26. OR, AS t % ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ). PARKER MYNGI=i. 3 2G'P.e 32645 SHEET 3 OF 5 4" DECK 03 BAR AT 12" ON CENTER BAR TO BE 5 FT LONG TURN DOWN FOOTER DETAIL 1—#3 BAR BRIGK PAVER / CONTINUOUS POOL DEGK QQ 1—#3 BAR VERTICALLY 36" ON CENTER 1—#3 BAR CONTINUOUS I y PAVER DECK TURNDOWN DETAIL 3-1/2" TYP ALL SLABS PLAT SLOPE/NO FOOTING TYPE I 21 #3 REBAR GONT. FaD IFTIN6 TO I FT IN I MOTERATE SLOPE FOOTING TYPE 2 j04 BAR AT 12" ON CENTER 4 BAR AT 12" ON CENTER, m SLAB —FOOTING DETAILS 2500 MIN. GUNITE MAY BE 5UB5ITlUTED FOR 3000 PSI CONCRETE USE GX6 10/10 WWM OR FIBER MESH CURE FOR ONE WEEK BEFORE INSTALLING ANCHORS. THE POOL CONTRACTOR SHALL PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN G" ON CENTER IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE OF REPOSE IN ENGROAGHED ON OR THE POOL SHELL ENCROACHES INTO THE I TO I AREA. EXISTING STRUCTURE 2" X 4" STRINGERS PLACED AT 2 FT ON CENTER IN ALL AREAS STEEL TEX FORM W/ STRUCTURAL STEEL IN PLACE TO BE INDEPENDENTLY SUPPORTED AWAY FROM SHORING. 3000 PSI CONCRETE W/ 2—#3 REBARS THE POOL SHELL WALL SHALL BE — RIBBON FOOTING CONSTRUCTED AT O THICKNESS. 6 # 3 REBARS AT " ON CENTER W/ PAVER DECK BOTH WAYS IN AREAS THAT EXTEND INTO THE ANGLE OF REPOSE I• '-4 BAR AT 12" ON CENTER STRINGER MAY BE DRIVEN INTO GROUND MIN. 9" OR OTHERWI5E SUPPORTED TO PREVENT FROM KICKING OUT AT BASE. SNORING DETAIL IN LOCATIONS WHERE EXISTING FOUNDATION IS THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS AT THE TIME OF EXCAVATION -SHORING MAY BE REQUIRED. CONCRETE PAVER DECK 12„ 3000 P51 CONCRETE W/ 2—#3 REBARS RIBBON FOOTING W/ PAVER DECK SIDE WALLS CONCRETE PAVER DECK 4y{+{f N V,Q IDIIT IfJUT 3000 P51 CONCRETE W/ 2-03 REBARS RIBBON FOOTING = - W/ PAVER DEGK.;],=Oo FRONT WALL PARKER `M;)' ., E/NBERGH F:E. -032045 S„ 3'-6" MIN. DISTANCE LE55 THAN I ON 1 45' STRINGER TO BE SUPPORTED BY CLEATING TO SUITABLE ANCHOR DEVICE SUCH AS A 2" X 4" ATTACHED WITH ANCHOR NAILS OR TAPCON5 TO EXISTING CONCRETE LANAI OR EXISTING STRUCTURE OR ITS FOUNDATION. EXISTING STRUCTURE USE 1/2" PLYWOOD SHEETING I,I OR EQUIVALENT BUILDING MATERIAL TO RESTRAIN SIDE OF EXCAVATION BAGKFILL BEHIND SHORING TO PREVENT UNDERMINING OF EXISTING STRUCTURE, PROVIDE WEEP HOLES AS APPROPRIATE. CONTRACTOR SHOULD ATTEMPT TO CONSTRUCT ROUGH SHELL AS RAPIDLY AS CONDITIONS WILL ALLOW. THERE IS NO SUBSTITUTE FOR RAPIDLY BAGKFILLING EXGAVATION TO PREVENT UNDERMINING OF ADJACENT STRUCTURE. PARKER MYNCNENBERG 4 ASSOC., INC. PROFESSIONAL ENGINEERS LAND50APE ARGNITEGT5 17211 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32117 386) 677-6891 FAX (386) 677-2114 TYPICAL RESIDENTAL SW/POOL DESIGN FOR ALL SEASONS POOLS $ SERVICE 185 EAST AIRPORT BLVD. SANFORD FLORIDA 407-8'I1-2020 THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/1—f. IF THE FLORIDA BUILDING CODE IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 4 OF 5 05 BAR GONTINIOUS . ALUMINIUM SCREEN UPRIGHT 5 BAR AT 40" ON CENTER WITH CELL FILLED WITH CONCRETE DEGK DRAIN i 4" POOL DECK 30" 5 BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX CONCRETE 03 BAR AT 12' 14 BAR AT 12" ON CENTER 12" —II onvao 5611 TURNDOWN WALL 3000 P51 PUMP MIX CONCRETE 15" 1 1 • ALUMINIUM SCREEN UPRIGHT 8" 04 BAR CONTINIOUS XQF 5 BAR AT 40" ON CENTER WITH CELL FILLED WITH CONCRETE DEGK DRAIN STANDARD YARD N / 4" POOL DECK ELEVATION El PARKER MYNCPr=N5r=RG 4 A5500. INC PROFESSIONAL ENGINEERS LANDSCAPE ARGHITEGTS 172q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118 386) 677-68g1 FAX (386) 677-2114 4 BAR AT 12" ON CENTER TYPICAL RE5IDENTAL 5W/POOL DESIGN FOR ALL 5EA5ON5 POOL5 4_ 5ERV I CE 185 EAST AIRPORT BLVD. ti1 SANFORD, FLORIDA l• 401-8'11-2020 THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER FILE GOPY IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE 4'-2„ 6 FT RETAINING WALL RETAINING WALL 3000 P51 PUMP MIX CONCRETE PNEUMATICALLY APPLIED. YEAR EXPIRING ON 12/31/17. IF THE FLORIDA BUILDING CODE IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 5 OF 5PARKERtiYNE . 4 NBER ';T3 E` s 4' 45 BP# REQUIRED INSPECTION SEQUENCE Address: 1-ks BUILDING PERMIT (POOL)i Min Max Inspection Description 10 20 Pool Foundation 20 Pool Plumbing Rough 30 Main Drain Piping 40 Pool Deck 50 Child Safety Inspection 60 1000 Plumbing Final 1000 Pool Final Inspection i ELECTRICAL,PERMIT. Min Max Inspection Description 10 Light Niche Bonding 20 Pool Bonding Grid 1000 1 Electric Final r " . REVISED: June 2014