Loading...
3410 Whipporwill Ct -BR17-002679 - INGROUND POOL AND DECKCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address.-3q) ® ILA i 1D4)MC J i I Historic District: Yes No Parcel ID: 'fin ' I C7 Residential commercial Type of Work: New WAddition l! Altteration Repair Demo Change of Use Move Description of Work: QLd W ( i; n a Plan Review Contact Person: ,Q Q J - Title: Phone: Qi- 13 ol) 53- Fax: Email: Property Owner Information Name f tB i'dcd-a Phone: Street: O l © (,tit Resident of property? 103 City, State Zip: Contractor Information Name Street: City, State Zip: FLU, Name: Phone: Q0 7 Fax: State License No.: F'0300 / (0 U0 Architect/Engineer Information Phone: Street: 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: 51h 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. C, Acceptance ofpermit is verification that I will notify the owner ofthe property ofthe requirements ofFlorida Lien Law, FS 713. The City of Sanford requires payment ofa plan review fee at the time ofpermit submittal. A copy ofthe 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 Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature ofContractor/Agent Date 0- (" As .!E.' & nm 1\J Pr' ontractorlAgent's Name Signature ofNotary -State of Florida DE8B{E gtd Ii0NIg5ci'.:iIV EXPIRES. Ftosuaryr;public Ur znv¢ieis2-` hruWot _----- F,F'; 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 APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures of Heads Fire Alarm Permit: Yes No UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 - Pennit Application SCPA Parcel View: 07-20-31-512-0000-0110 Page 1 of 2 Cpt R sawr+o sCouvry ry Parcel Information Property Record Card Parcel: 07-20-31-512-0000-0110 Owner. SAURI-RIVERA DIANE Y & RIVERA-ALDRETE ROMEL Property Address: 3410 WHIPPOORWILL CT SANFORD, FL 32773 Parcel 07-20-31-512-0000-0110 Owner Property Address SAURI-RIVERA DIANE Y & RIVERA-ALDRETE ROMEL 3410 WHIPPOORWILL CT SANFORD, FL 32773 Mailing 3410 WHIPPORWILL CT SANFORD, FL 32773 Subdivision Name Tax-DistrictTaxDistrict WHIPPOORWILL St-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2012) Legal Description LOT 11 --- WHIPPOORWILL PS 40 PG 60 Taxes Value Summary _ 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 r 1 Depreciated Bldg Value 163,701 157,010 Depreciated EXFT Value 7,197-- 7,476 Land Value (Market) 33 000 33 000 Land Value Ag Just/Market Value ` 203,898 197 486 Portability Adj Save Our Homes Adj 62,235 58,737 Amendment 1 AdJ P&G Adj 0 0 Assessed Value $141,663 $138,749 Tax Amount without SOH: $3,145.37 2016 Tax Bill Amount $1,967.95 Tax Estimator Save Our Homes Savings: $1,177.42 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County Bonds — y - — A 141,663 50,000 91,663 y- ... .............. .......... ......_.... .._........... Count General Fund 141,663 50,000 91,663 Schools 141 663 25 000 116 663 City Sanford 141 663 50 000 91,663 SJWM(Saint Johns Water Management) 141,663 50,000 91,663 Sales Description Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 7/1/2011 07610 1765 157.000 Yes Improved WARRANTY DEED 1/1/2002 04312 1360 150 000 Yes Improved WARRANTY DEED 5/1/1999 03661 0524 150400 Yes Improved WARRANTY DEED 7/1/1996 .03105 0386 135000 Yes Improved SPECIAL WARRANTY DEED 12/111992 i 02522 1923 351 000 No Vacant CERTIFICATE OF TITLE 111111991 02356 1758 311,200 No Vacant Find Comparable Sales Land------------.._ Method Frontage Depth Units Units Price Land Value LOT 0.00 t 0.00 1 $33,000.00 $33,000 Building Information Is Bed/Bath count incorrect? Click Here. I Description Fixtures I Bed I Bath I Base Area I Total SF I Living SF I Ext Wall Adj Value I Repl Value I Appendages PID=07203151200000110 8/2/2017 HomeOwner STATE LICENSE CPC 023576 1. PARTIES: owner. 2. AGREEMENT: Address: Legal: (J>f / 3. PRICE AND TERMS PER PHASE: The contract price is: 1) 2) ALL SEASONS POOLS SEASONS 185 E. AIRPORT BLVD. SANFORD, FLORIDA 32773 www.allseasonspools.com contractor, twbuild one residential swi nmina pool for CvZ/kS. 4g' Deposit to secure agreement: 10% Upon signing of this instrument as a deposit on total contract price. 30% Upon completion of dig and steel. Office: 407-871-2020 Fax: 407-321-5404 3) 30% Upon completion of concrete shell. 4) 25% Upon installation of tile and perimeter plumbing installation, after footers and or rough deck is poured or o Pavers installed. 5) j 5 /o Upon installation of safety barrier.` 2 y PRICE AND TERMS FOR SPECIALTY ITEMS: INCLUDED IN ABOVE CONTRACT PRICE: J 6) — _ Solar installation. 7) Screen installation. 8) 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 thiscontractmaybeconstruedasaHomeSolicitationSale. 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 plansignedbytheownerandgenerallydescribedinthespecificationsbelow. 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 isintendedtobearepresentationofthepooltobebuiltandnotintendedtorepresentan "as built" drawing because pool location, elevation of pool, locationofdeckingandenclosuresaresubjecttochangeduetosetbackrequirements, 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 calculatedbymultiplyingthepercentagereductionofsurfaceareatimesone-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 inexcessofwhatisdugfromthepool, is at home owner's expense. If a diving board or slide is installed, there is no liability assumed for injuries as a consequence of use or misuse of the diving board or slide. If a diving board or slide is installed later, there is no liability to the pool contractor and it shall cancel all warranties. Material and equipment to be furnished or installed and work to be done: LIMITED POWER OF ATTORNEY Date:_ V 1 i hereby name and appoint I Q, of All Seasons Pool Service. Inc, to b y I I a torney in fact to act for me and to ap y to the Division of Building Safety for a permit and to sign my name and do all thing necessary to this appoint ent for the work being performed at: Lot:Subdivision: loh . N Watts All Seasons Pool Service Inc CPCO23576 CPCO23576 State License Number STATE OF FLORIDA COUTY OF, 6YO11AX V The foregoing instrumentwas acknowledge before me this 5 day of 20 1, by John. N. Watts who is personally known to me. Megan Elizabeth Reis seal) t voy9'. MEGAN ELIZABETH REIS Notary Public State of Florida Commission # FF 977536 h o, oFFt1"' My Comm. Expires Mar 31, 2020 LIMITED POWER OF ATTORNEY I hereby name and appoint I I I 1 ' 1'—U I of AU Seasons Pools jo 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 deb ribed as: Parcel # Section Township Range Lot Block Subdivision lei I'l,( Owner of Property and And to sign my name and do all things necessary to this appointment. Brian Keith Miller Printed name of active Certificate Holder (Master Electrician) ETA Signature of license holder EC-13001686 State Registration or Certificate Number The foregoing instrument was acknowledged before me this day of , 2017 by Brian Miller who is personally known to me and who did not take oath. Y" low- y Pr'<F MEGAN ELIZABETH REIS Notary Public - State of Florida Commission # FF 977536 My Comm. Expires Mar 31, 2020 U an c - -7F> Pr® Series by ZODIAC® JEP1.5 ePump Variable Speed Pump JEP2.0 ePump Variable Speed Pump ePump Specifications Technical Specifications ePump"' Variable Speed Pumps 1: I-__ 9" Bolt Holes, Center to Center 1.5 HP 2.0 HP Front Edge of Union to Center of Bolt Holes When installing the pump, leave a minimum of 2 ft. of clearance above the pump for removal of strainer basket. Recommended ;Minimum Wire Size;,For ePum Series Pumps* Distance from Sub -panel 0-50 Feet 50-100 Feet 100-150 Feet 150-200 Feet Model Branch Fuse AMPS Class: CC, G, H, J, K, RK, or T Voltage Voltage Voltage Voltage 230 VAC 208-230 VAC 208-230 VAC 208-230 VAC 208-230 VAC JEP2.0 20A 12 10 8 6 JEP1.5 20A 12 10 8 6 Assumes three (3) copper conductors in a buried conduit and 3% maximum voltage loss in branch circuit. All National Electrical Code NEC) and local codes must be followed. Table shows minimum wire size and branch fuse recommendations for typical installation per NEC. www.ZodiacPoolSystems.com W JEP Performance Curves 120 110 0 100 y— 90 O d 80 d 70 M 60 50 t 40 R C 30 0 20 R JtF'-1.5 Y1F',L4UU 11h'Mi 10JEP1 1-5-HP— 600 RPM JE00P-1S HP 1 15 0 RPM6RPM0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Flow GPM 2011 Zodiac Pool Systems, Inc. SA6219 0611 ancj77>oYeries by ZODIAC® CS Filter Head Loss Curves 8 6 Design Head Loss ft head) 4 3 Design Pressure 2 Drop psi) 2 0 0 0 30 60 90 120 CS150 Flow Rate (gpm) CS200 CS250 CS100 CS Series Filters 18'/ " IF 3% " Model No. CS100 CS150 CS200 CS250 Filter Area 100 ftz 150 ft2 200 ftz 250 ftz Design Flow Rate 1 gpm/ft2 85 gpm/ftz 625 gpm/ftz 5 gpm/ftz Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm Six (6) Hour Capacity 36,000 gallons 45,000 gal- Ions 45,000 gallons 45,000 gal - Ions Eight (8) Hour Capacity 48,000 gallons 60,000 gal- Ions 60,000 gallons 60,000 gal - 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 Required 1 1 1 1 Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. Height (`A') 323/a 323/8" 421/2" 42%2" www.ZodiacPoolSystems.com 2011 Zodiac Pool Systems, Inc. SA6259 0611 7nnlA(.0 is a rpni0orpri traripmnrk of 7nrliar. lntprnatinnal R A S I I iicarl unripr lirpncp C91 'Nbl CK 1,'AISC14A forts Rbol Filp t, hA. 4 V` x AlIP 't qop DRAj,,iNaI J, train Baffle Only One Prc in Cover Needed-`,". e`,' l !"'• .. K. 4 nt Mh q W, i { t ./. .J 4: 1=f 4x.'..•. ," C £ F.'" ?•k.. ti .+\.. 1 y\ j/C }} p eejf ERE ; r R44 7111" Thisbe ,. ( Jni ckak i harp e e>,`b e pfC?r ^„i oareY s i es g y 1 v,t R' r` e ,je.Ta hrid y tha :dFiet s t e 4 sarn? ast(( jertr as gregate, or file being app°lied t 'ti a poo 1, directly to the top of the drain, cover tc virt ial }% clisapp ar into, k ywur pool pool :. sue' i z ., a . C'h rlinel Pebb1 To;p C3raih Cover AAA AVC Ch inne! iralin -sa ld s past ty m ` Fit `with A&A AV5' Chanrieli rain cl se {rtel rlJnbl rt abie;d }sl n y Safety ngte- ered GB ANSg o` a n; 1A1' SP_ 20aa4:,atnd.Large Cpnin car ciebr:s rim `al' r N FlAN5150- 2009 Cornpltarat 1 v ,l e,in Single end ua{ IfnM C s'+*7 arm,, ^.'; :' t";`: s . :""a .aqp" x•`. ,? k.- FIo Rates Engle rr let2do 'M; Qual Emtet 08{GI I, Save m ey; uar ti cfua n et deb€{"n yo;u fan usecane M4nufacture0from;'superior,UV- Resistant,A$5tiAVSC I .rainfortwo p,v-,M,ps, A4v rl ;ble r 7 clew. bier oPo s v ,ersfect fQr pa'ols, spas, re at te uaais ng, edges,, 9 Proudly madeto the USA foun,ts ta, anal waterfeat -ores ire connectionCECE)( E Job Name: Sauri 22MMOZA"Al-Ifbi()AML Swimming Pool Efficiency Compliane Information Branch Piping to be =4j Inch to keep velocity Q 6 fps max at 234 gpm System Flow Rate. NOTE: These Requirments Apply ONLY to the Filtration Pump Trunit Skimmer 8 Inch to keep velocity @ [0 fps max at gpm System Flow Rate. Suction Piping to be ANSI/All'SPACC-16-20111 Flow Calculation- Return Piping to be 25 Inch to Roep velocity @ E fps max at 146 gpm System Flow Rate. Pool water volume 7,493 360 36 gpm - this Is the calculated flow rate. Note. for pools under 13,000 gals, the calculated flow rate or 36 gpm whichever is greater = the filtration flow rate. Pump Selection as Listed on Curvf&r C (circle one) Is the an Auxiliary load on the filtration pump? YES —V— NO_ Filtration Pump; JEP VS 1.5 HP Maximum Flow Rate _145 gpm If so, what in the calculated flow rate 70 gpm- Minimum suction side pipe size @ 6 fps 2.5 in. Minimum suction side branch pipe size @ 6fiMinimumreturnsidepipesize@8fps2.0 in. Minimum suction side branch pipe sl Pater—mLatfi—Ito —ra—, Filter Factors (GPMISF): V Cartridge (0.375) Filter SU*: 70 .375 186.7 In" Raw) (Flow Rdni DE ( 2,)) 1:1 Sand (15) ECS: 2:0 0 Flair Maka6 himol) Pump Controls Filtration pump has no auxiliary load - standard time clock Filtration pump with auxiliary load - Control model for low speed default whithin 24 hr. 2 ND TIMER Heater Model: N/A Gas Heater efficiency rating (No Pilot Light) Heat Pump efficiency C.O.P. ANSI 5 & ANSI 7 Compliance or Shoot Detear ne Aimpittle.d TPH: i, Distace from pool to pump in feet. 55 R@jqffgj99 t Nurrb _ Main Drain Cover: VGB CHANNEL b2_i _qr a q4_bUR ow _9fReguirejIn-F SuctLo ut 2. 5 In. hook ail that applyW I i 2. 0 In. a, jr 2 suction outlets OPM max, flow 3 suction outlets gpm max, flow FLOOR ] suetionoutleta@200 gpm wl ports Z Friction Less Ila suction pipe) in _ 3 Inch pipe per I ft. @ 181 . gpm = .07 (from pipe flow friction loss chart) 3, Friction Lose (in return pipe) in - 2.5 Inch pipe per I k @ 146 gpma 13.-- (from pipe flow friction loss chart) PqLerrartne 6irn ltft d Tip: 4, 55 X .07 L ongth 91 suct pip ('-.f —now , -- 6. 55 X .13 Length 0; Return fFw Ned I I ti atp(p*i, TQH in Piping, 3. 85 4.0 FilteriHeaterlosF, in TDK TDF, Sutt INN) 7. 15 All Other losses: MH R*Wm Npa Total Dynamic Head (TDH): =5.0 NOTE: Field TDH Must be Equal to or Heigher Than the Calculation TDH For each pump 1 fl— Check One. ZMQfto_ a_TPHj-VVCompleteSTDHWorkshest - Fill in all blanks. Con,lplote Pro ram or other calcli, Fill In required blanks on "rkah"t & attach calavlollons, F I MA0 QVSty 1, of ftnow or replacement pump, AU- SEA400—Ne POOML 6RRIACE, Na., is5 FAST AIRPORT BLVD SAWORP, FIL?AQ Z' n tj J A 0 4 20 17 INSTALLATION GUIDE ESTIMATING HOW MUCH FENCE TO ORDER The first thing you need to do is pick a starting point such as the steps of the pool. Using a tape measure or a rolling measuring wheel go around the pool and back to the starting point. You want to make sure you stay around 2 feet from the water line when measuring. Note: Installing the fence at least 2 feet from the water line allows enough room to clean your pool without taking down your fence and for the kids to play and have fun. In most states the barrior code requires you to install your fence at least 2 ft from the water line. ORDERING YOUR FENCE Being the manufacture allows us to offer you sections of fence in various sizes. The fences come in a standard 15 foot sections on 36" pole spacing. We can also make sections in 3, 6, 9 and 12 feet. Our recommendation is that when you have the total footage that you need round it up to the nearest whole section. Here is an example of placing an order. You measured your pool and came up with 91 feet. You should order (6 ) 15 foot sections which is 90 feet, plus (1) 3 foot section for a total of 93 feet. You always want to make sure you have enough fence. MAKING A TEMPLATE Go to Home Depot or Lowes and buy a 48" STEEL RULER and 1 1/8 METAL DRILL BIT that you can put on a cordless drill. Drill a hole right on the steel ruler at the 1" mark. Then drill a hole on the 3 1/2" mark (.The two holes you just drilled is the distance for connecting the sections of fence together). Then drill another hole on the steel ruler at the 37" mark. You now have your template on 36" centers. Remember the hole you drilled on the 3 1/2 " mark is only for your connection. This is what it should look like. 17aukl* Hale Wh6re Z 56ajoms Cams 7as'nhar 100 01 IlVIPORTANT NOTE 1: There are important things to remember when laying out the job. This is a tension base fence so if you are not installing the fence in a straight line you will have to make some adjustments on your measurement. Even if you are using a template. Laying out the job will be easy to accomplish if you follow these guidelines. Remember that each section of fence will be connected together. The measurement on the connection is 2 1/2" . Each pool will have curves or radiuses. For the purpose of these instructions, we will refer to them as outside" radiuses and "inside" radiuses. IMPORTANT NOTE 2: When you are doing your layout no matter where you are installing the fence, (a straight line or shaping the pool) You need to make a deduction of at least 1/4 inch on the first and last pole of each section. If you do not do this your fence will be to tight. Here is an example layout if you are installing a 15ft section in a straight line 0 35 3/4 0 36 0 36 0 36 0 35 3/4 0 Here is an example layout with (2) 15ft sections connecting to and from a privacy fence in a straight line. Start by coming off the privacy fence 2 1/2 inches 0 35 3/4 0 36 0 36 0 36 0 35 3/4 0 2 1/2 0 35 3/4 0 36 0 36 0 36 0 35 3/4 0 LAYING OUT YOUR JOB 1. OUTSIDE RADIUSES. Each will have to be understood one at a time. Remember that the mesh is on the outside of the poles so as you layout on the outside radius, you will have to layout your holes less than 36" centers, This will allow the poles to twist slightly. Since you are going around an outside turn, i.e.; The poles must twist. So in sense, it is farther around a curve than it is in a straight line. You will have to refer to the chart provided as to how less than 36" each hole on the outside turn is laid out. If the radius is sharp, you may layouts as little as 35-5/8 or 35-1/2. refer to diagram. a tran 2. INSIDE RADIUS. As you can see, the inside radius is laid out further than 36" centers. Due to the severity of the radius, you will again refer to the chart. For starters, the obvious reason for the holes to be farther apart is the distance on an inside turn is less than in a straight line. Remember the mesh is on the outside poles, hence, the mesh will be loose should you drill on 36" center. The poles are twisted back inside. On an inside radius you allow a little less on the difference between holes than on the outside radius. For example, if you layout on the outside at 35-5/8", you would allow layout at 36-1/4" on the inside radius. The reason for this difference is on the inside radius the poles do not twist as much as the outside radius. See chart. The best explanation for less on inside radius is that the pole has to twist less on the inside as to more on the outside. As you install, this will become a lot clearer to you. If you become confused just refer to the charts. Remember, the mesh is on the outside of the poles. The mesh comes in 15' sections. Should you measure around the outside of a radius it will be longer than the straight line. The inside will be shorter. i'v EXAMPLE OF A LAYOUT. These measurements are approximate. As you can see from this example, all the holes are not on 36" center. For the purpose of these instructions, we will refer to curves or radiuses as inside radius or outside radius. NOTE: If you are not putting up a fence all the way around the pool your layout will start different. If you are installing the fence in a straight line from screen to screen or from your house to a wood fence, this is what you need to do. Measure 2 1/2 inches off the house, wood fence, screen or what ever structure you are hooking it up to and mark it. That will be the first hole of you measurement. When connecting the fence to an independent structure install the hook of the latch on the fence pole. Install the eye to the structure and use an appropriate anchor. CUTS HOW TO MODIFY THE FENCE TO FIT THE POOL DECK When you are just about done doing your layout you will notice that your final measurement will not fall on 36". To complete your layout all you have to do is measure 2 1/2 " from the center of the last hole and mark it. That will be your cut piece. Whether it is a 2 pole section or 6 pole section, all you have to do is measure the distance from center to center. Here is an example: ten.. 7/-11 , r -1-1" }.Gut Here 5tand-d Fence C-A'Ctaon f'a,feg 0 Note: Nwaw take off 114" Laot two Ho 6,0 and Oection V#f be tight Move ro!e GATE HOLES You are now done with your layout but before you start drilling you need to mark where you want your gate openings. Its very simple. You want to mark the gate holes on the inside of your fence. Each section of fence comes with 6 poles. You can put a gate opening on either end of the sectioned fence. Here is an Example of where to mark and drill a gate opening. Standard 5ectlon of Fmce.: Onlagate (role on eigther- end of the section, ITre role wX swurg around and jcot put it in the hole O fl O 0 O O Gate Flole VERY IlVIPORTANT TO REMEMBER BEFORE DRILLING Before you start to drill go around the whole pool and count your marks. Remember each 15 foot section has six poles. When I was installing many moons ago I forgot to check my measurements one time and accidentally drilled a seven pole section. That wasn't pleasant. I never made that mistake again. So double check your measurements. ANGLE DRILLING This will teach you how to drill your holes on an angle when you are following the inside or outside radius. As you follow these simple guidelines your fence will always remain tight and without wrinkles. A loose fence is not safe. The angles will be easy to understand, and we will go over them carefully. To explain in simple terms, should you install the poles on a 90 degree hole and then pull on the pole on the opposite side, the pole will lean in that direction. Should you drill that same hole 10 degrees of of 90 degrees, this will cause the pole to resist leaning in the direction of the pull. You can visualize the pull necessary when you are going around a radius. Should you drill 90 degrees, the fence will loosen up. Should you drill a few degrees opposite the radius, when the fence is latched together the pole will be pulled up to 90 degrees and be under tension. When drilling in an inside radius you will drill the hole at a slight radius opposing the 90 degrees (see diagram). Take a look at the curve in the pool and hold a pole at an angle and you will be able to come close to the point where you will angle the drill. (Refer to the diagram). LEAN ON RADIUS LAYOUT The amount of lean determined by the severity of the radius. Arrows indicate the direction of the lean: NOTE: Remember when laying out radiuses you will compensate for the radius. On the outside you layout less than 36". On the inside you layout a little more than 36". Should you get confuse, call me and I will help you understand. TRICKS OF THE TRADE ON DRILLING ANGLES There is a easy trick to determine the amount of lean you will need when you are drilling on a angle. Stand over the marked hole you are about to drill and draw an imaginary line to the third hole. If the 2nd hole falls on the imaginary line then you drill that 2nd hole straight. If the 2nd hole falls a little to the right of the imaginary line then lean the drill a little to that side. Its that simple. INSTALLING SLEEVES After you get done drilling all your holes it is time to install the sleeves. Take your long needle nose and pull out all the cores you just drilled. Put the sleeve in the hole and with a rubber mallet hit the sleeve level to the ground. The sleeve should fit perfect. PUTTING UP THE FENCE AND CONNECTING THEM TOGETHER When you are done putting all the sleeves into the deck, go around your pool and put in all the section of fence. Now it is time to install the latches. You will notice on the end poles of each sections of fence that there is no screw in the second hole. That is where you will install the hooks and eyes (latches). Simply walk around to each end pole with your cordless drill and a 9/64 drill bit and make the hole a little bit bigger. The latches will not screw in unless you do that. After you do that simply install the hook to one end pole and the eye to the opposite pole. Squeeze the two poles together and connect it. Continue to do that until all the sections of fence is secured. Remember the last section that you connect will be your cut piece. (Refer back to CUTS) INSTALLING A SELF CLOSING GATE When installing a self closing gate you need to start your layout with the gate. Pick where you want your gate to go. Usually that's in front of the main stairs. Have someone hold the gate exactly where you want it. With a china pencil or marker trace around the two pegs of the gate. Double check the measurements by laying the gate down and measure the pegs with a tape measure from center to center. Then do the same to the two marked holes. When you are sure the measurements are correct go back to the two marked holes and measure 4 1/2 inches to the left from the center of the left hole and mark it. Do the same to the right. You should now have 4 holes. The two middle holes are for the self closing gate and the two outside holes are for the section of fence. Here is an example: 0 2 1 /2 0 33 1 /4 0 2 1 /2 0 Plumbing Sizes p e:"niv Pool Main Drain Branch Lines 4" 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 Child Safety Fence RECORD COPY REVIEWED POR CODE COMPLIANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION PERMIT ISSUED SHALL BE CONSTRUED TO BE ATOPROCEEDWITHTHEWORKANDNOTASENSETOVIOLATE, CANCEL, ALTER OR SETUTHORITYIDEANYOFTHEPROVISIONSOFTHETECHNICALES, NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEBUILDINGOFFICIALFROMTHEREAFTERACORRECTIONOFERRORSINPLANS, EQUIRINGCONSTRUCTION OR VIOLATIONS OF THIS CODEss- r1111, ORIGINAL: 8131/17 uJr IL 5 € CY W a172679 H) If You Have A Backyard, We Can Put A Pool In It! 185 E Airport Blvd,Sanford, FL 32773 407-871-2020 wwwAltSeasonsPools.com o LightTi COLOR LED BUBBLER Color band around I I pool to COLOR LED Light Color Match/A&A Channel Style 3' 6" Debris catching 5' Sn Pebble Top Drain 4„ 28. 3• „ jOrder a 12v1t Jandy W Watercolors I Light P# CPLVLEDS100 spa rail — Location TBD by H/O deco drain - existing concrete- top with acrylic itch M H/O has safety alarms in place demo of existing irrigation by H/O 4 screen by ASP ` Construction Plan this patio is existing tile Scale: 118" =1' 0" Builder / Customer: Diane Saud & Rome[ Rivera Job Address: Same Street: 3410 Whippoorwill Ct County: City: Zip: City: Sanford State: Florida Block: Lot #: 11 Zip: 32773 Home #: PB: PG: Cell # 407.219.1860 Work #: Subdivision: Whippoorwill Gate Code: Job # 8739 Access this side wit small machine and shuttle FENCE removal anc replacement by ASF Please put orange safety fence in this area while fence is down Finish Pool Depth Profile 6in. Customer Int. Pool Specifications STYLE: Custom PERIMETER: 72' AREA: 305 sgft WIDTH:13' LENGTH:28' DEPTH: 3' 6" X 5' 6" M.D: 1 -4" RTNS: EPP+ 6FL 2W SKIM: 1 - 3" LIGHT: WC 12 At DOUBLE STEEL: Yes P.C.: Plumb in WELL WATER: N/A GALLONS: 7,493 NOTES: 1 - Umbrella Sleeve 1 - 3 Bend Fif 4 Handrail (Taupe) SPA Specifications STYLE: AREA:PERM: T-JETS: TNS: LIGHT. D: SPILLWAY: HEIGHT: BLOWER: NOTES: Tile Specifications 16" — +12" — +18" _ 24" — +30" — +36" — DECK JETS: N/A BUBBLER: 1 - LED SHEERS: N/A STEP TILE: FACE TILE: 72 LNFT NOTES: Misc. Options OUTLETS: GAS LINE: CHASE PIPE;: HOSE BIBB: SUMME TCH STUCCO. OR: STONE: /LOi`V COUNTERTOP: APPLIANCES: Screen / Fence ROOF SQ: 1,225 TYPE: DOME WALL SQ: 1,050 WALL HGT 10' ELITE ROOF: N/A FAN BEAM: N/A SCREEN COLOR: BRONZE Screen Removal FENCE TYPE: N/A HGT: N/A LENGTH: WA COLOR: NIA GATES: N/A 28ft. 3in. 5fL 6in. Deck Specifications TYPE: Acrylic Deck w/ Cantilever Coping DIMENSIONS: 35' x 35' AREA: 420 sgft FOOTER:75 8x12 COPING: 72' DRAIN: 35' CONCRETE RISER: N/A PATIO: 525 sgft FENCE: 35' TURN DOWN DECK EDGE: 6" — +12" —— 24" — +30" — +36" — NOTES: Equipment PUMP: JEP VS HP: 1.5 FILTER: CS SQ: 200 PUMP 2: NIA HP: N/A CHLOR: IN LINE OZONE: YES POOL SWEEP: N/A HEAT PUMP: N/A GAS HEATER: NIA TYPE: N/A CONTROLS: Standard / iQPump01 AUTOFILL & DRAINN/A NOTES: Renaissance Ozone / UV Combo Color Selections POOL: Pettite - Aqua Pearl TILE: Lauderdale Thonis AY-622 6x6 TILE GROUT: LightAlmond 49 STEP TILE: Lauderdale Thonis AY-222 2x2 STEP TILE PTRN: Diamond 4" to 6" Spacing DECK COLOR: Kahlua Cream DECK PTRN: AcrylicTexture COPING: Cantilever COLOR BAND: Linen FLOORHEAD: Light Grey NOTES: Tan - Deck Drain Site Specifications DIG TYPE: Small Matchine Dig & Haul / Shuttle ELEVATION: TBD YARDS:18 NOTES: Designer DESIGNER: Debra Nedland CONTRACT DATE: 8115/17 APPROVED BY: Josh Frankenberry DATE: 8/31/17 Reside itial Swimming Pool Safety Act Requirements FL Statutes Section 515 Swimming Pool Barrier Affidavit Owner: SQ,u,c l Project Address: Permit #' 4 John N Watts, License# CPC 023576 hereby affirm that one of the following methods wiI] be used to meet the requirements of Florida Building Code, Section 424.2. The pool will be equipped with an approved safety pool coverthat complies with ASTM F l 346-91. A continuous, one piece barrier (Child fence) meeting the requirements. of Florida, Building Code 424.2.1 T1 will protect the pool perimeter (pool deck). Submitted Plans must show the fences' locationand method of attachment, including. one end shall not be removable with the nse of toads: V A combination o.f. non=dwellinb walls (screen enclosures, child fences, etc._,.) will protect the. pool.: perimeter. Submitted Plans will specify the type and location of all non -dwelling walls. Any combination of protection which incorporates'dwelling walls with doors and/ or windows opening directly into the pool'perimeter which includes selfclming, ;elf latching devices and/ or exit alarms complying with UL2017 and Florida'Buildii g Code 424.2.17.1.9. Submitted plans will show all 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. I understand that not having one ofthe above (or an approved alternate) installed will constitute a violation of Chapter 5;I'S F.S. and will he considered as committing a misdemeanor of the second degree, punishable as provided in section 775.082 or section 77 .083 F.S. John N. Watts Contractor Ow'hWs atures 7b atq . SCkQV[ . Owner's Nbine ( Print) Owner's ISignatures qo ucet, Owner's Name ( Print) BoundarySurvey Ok to install 305 S.F. pool and 420 S.F. deck as shown on plan. Meets area and dimension regulations for SR-1 zoning OT 10 district. N85'43'25"E(M) 118.91'(M) FND 1/2" IRON N85'43'23"E(P) 118.90'(P) ROD NO NUMBER 10' D.U.E.—......_._..._-1 I FENCE IS 13' OFF-±- - 6' WF IJ ! M 04 (V § :• a 1 0 O O a qq P I i-LAN,S FND 1/2" IRON ROD NO NUMBER U) U) 0 O -1 OD ~ 001 O00 rim CoovvD S r J v ImwW11 S atl I oo Ogv M a• tl e I O l 1 M. M I ONE STORY CONCRETE BLOCK 1a b 1 C O 00OO RESIDENCE# 3410 i ' •' I D/W v Z Z S. a7ta,•' a 1a 2M FENCE IS 8' OFF 8' D.U.E. A W' FND 5/8" IRON ROD FENCE IS ONLINE a FENCE IS ONLINE 78' FND 9/8" IRON AND CAP LBy 36" I S89'42 00 W(P) • 120.01 (P) I ROD NO NUMBER I S89'41'45"W(M) 120.01'(M) I I LOT 12 I 1"-30' GRAPHIC SCALE 0 15 30 RLS M 11-07-0503 CLIENT P 2020-2576435 a ADDRESS CONCRETE FIELD DATE: 07/26/11 3410 WHIPPOORWILL COURT DRAFTER: SDS SANFORD, FLORIDA 32773 ASPHALT APPROVED: BRD LEGAL DESCRIPT4PN: (AS FURNISHED) SCALE: 1" = 30' BRICK LOT 11, WHIPPOORWILL, ACCORDING TO THE PLAT THtASRECORDEDINPLATBOOK40, PAGE(S) 60, OF THE PUBLIC RECORDS OF SOUNTY, FLORIDA. BASIS OF BEARINGS: BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF LOT 11, BEINGS 00°18'00" E PER PLAT LIST OF POSSIBLE ENCROACHMENTS: A/C AND CONCRETE PAD ARE INTO THP SIDE EASEMENT SURVEYOR INFORMATION: a 5 t A M 0 R/ C4IN1f < 4ti 1 Y00 S. Broadway, Bull E. \ 4410 Qe!e!MyNew ome! Moon, OK 73160 illilliggligil PAx, (soo) 934-0759 First AmericanPHONIi (405) 378-5800 WWW.RLSNOW.COM Title Insurance Company JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD CALCULATIONS AND EQUIPMENT SPECIFICATIONS AND DOCUMENTATION ARE TO BE PROVIDED BY THE POOL CONTRACTOR FOR EAGI-4 PROJECT. T-4E POOL CONTRACTOR MUST USE THE MAXIMUM FLOW CAPAGIT-' OF TI-4E SELECTED PUMP AND PROVIDE L4)'DRAULIG CALCULATIONS FOR TDB TO DETERMINE PROPER PUMP AND PIPING SIZING. TIDE MANUFACTURER'S EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION FOR PUMPS, FILTERS, NEATER EQUIPMENT AND MAIN DRAINS AND COVERS ARE TO BE SUBMITTED FOR REVIEW AND DOCUMENTATION FOR SIZING TPE CIRCULATION SYSTEM. KCG.IKCiULA I UN GPLORINATC POOL FILTER MAIN DRAIN SUCTION UNDERWATER LIGHT MAIN DRAINS MEET THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT. SKIMMER SUCTION I I Z II -------------------- ----------- I r--------------- LL— W I j1 II I i4414 I i II FLOOR RETURN j 3 REQ'D. RETURN _ II SKIMMER EQUALIZER LINE L-------- I I L RETURN INLETI SKIMMER I II11 1I LL =__=====SKIMMER ====JJ 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-I/2 TIMES THE DIA. MAIN MAIN DRAIN DRAIN r- ---------- I Z i RETURN INLET J J Z IIIwI Fil w111L II TTFIGAL SWIMMING FOOL LOW PROFILE JUNCTION BOX 4.0SWIM rrII MIN. OUT /-6"X6" 4r / CERAMIC TILE UL APPROVED UNDERWATER LIGHT 03 BARS GRADE 40, 12" O.G. VERTICAL AND HORIZONTAL ( TYP) WATER LINE I/ 2" QUARTZ FINISH POOL SPELL 3000 PSI PUMP MIX CONCRETE oo0o PNEUMATICALLYAPPLIED. so a "°O 6"- T' IN VERTICAL WALLS (TYPJ MAIN DRAIN W/ RELIEF PLUG OR 2" o°o Q HYDROSTATIC RELIEF VALVE, IF REQ'D. 6'-8" IN COVES AND FLOORS (TYP) j6do. boo So. 2500MIN. GUNITE MAY BE SUBSITIUTED R. DEEPD FOR5000PSICONCRETEFLOOR ANDROGKBED EINFORCEMENT PE BREAK- 12" ON CENTER, EACH WAY < 8.0' DEEP 3 BAR ® G" ON CENTER, EACP WAY > 8.0' DEEP AND OVER. SWIMMING FOOL SECTION 0 M 03 BARS 12" ON CENTER EACH WAY (GRADE 40) 6" X6" CERAMIC TILE \ 2-# 3 REBAR 3 CONTINUOUS 1-# 3 REBAR- CONTINUOUS GENERAL NOTES, I. POOL 15 TO BE BUhLT 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. 3. FILTRATION SYSTEM WILL HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN ( 12) TWELVE POURS 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 PAVE TO BE REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS) AND/ OR EXTRA WALL TPIGKNE55 (8" TO 10") 5, ALL FVG PIPE WILL BE SCHEDULE 40. G. ALL METAL FIXTURES AND POOL LIGP75 TO BE BONDED TO POOL STEEL AND GROUND WIRE. 7. 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 WITP TAP CON ANCHORS. II. ALL POOL AND SPA SUCTION INLETS SHALL BR PROVIDED WITP A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND COMPLY WITH A. N.S.I./A.5.M.E. A112.19, 8M, "SUCTION FITTINGS FOR USE IN SWIMMING FOOLS, SPAS, POT TUBS, AND WPIRLPOOLS BATHTUB APPLIANCES" 12. THEPOOLDESIGN WILL MEET CHAPTERS 42 AND 45 OF THE 2014 FLORIDA BUILDING CODE 5TP EDITION. 13. RESIDENTIAL POOLS MUST COMPLY WITP CHAPTERS 42 AND 45 OF THE 2014 FLORIDA BUILDING CODE 5TH EDITION. 14. POOL CONSTRUCTION WILL MEET 2011 NATIONAL ELECTRIC CODE. SEE 680.26 (B)(27(b) FOR PERIMETER BONDING USING AT LEAST ONE(N) #8 AWG BARE SOLID COPPER CONDUCTOR. 15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH OF 8'- 0" #3 REBAR 12" O.C.B.W. OVER SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL PROVIDE CODE COVER OVER REINFORCING. FOR OVER $'-O" A SPECIAL DESIGN WILL BE REQUIRED. 16. RESIDENTIAL POOLS SHALL COMPLY WITH THE ANSUAPSFACC-5 2011 FOR RESIDENTIAL INGROUND POOLS, 8" AN51/ AP51FAOC-3 2014 FOR PERMANENTLY INSTALLED 4„ RESIDENTIAL SPAS, AND ANSI/APSP/IGC-7 2013 FOR SUCTION ENTRAPMENT AVOIDANCE STANDARDS. AND AN51/ APSP/IGG-I5A 2013 STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY 17. 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 CLEANER SYSTEM WPICH PAS A SINGLE SUCTION INLET, OR MULTIPLE SUCTIONS INLETS WHICH CAN BE ISOLATED BY VALVES, THEN EACH SUCTION 4" THICK CONCRETE DECK INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER W/ FIBER MIX 2500 PSI AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER, OR WIRE MESP OR OTPER APPROVED MEANS. COMPACTED SOIL UNDER PARKER MYNONENBERG 4 ASSOC. INC CONCRETE DECK PROFESSIONAL ENGINEERS LANDSCAPE ARGHiTEGTS 1-72q RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118 386) 6- 77-68gl FAX (38(a) 6-7-7-2114 N07"VA I IfPQUT C ti u 2017 PARKER MY ERc P.Es'32645 TYPICAL RESIDENTAL 5W/ POOL DESIGN FOR ALL SEASONS POOLS 4 SERVICE 185 EAST AIRPORT BLVD. SANFORD, FLORIDA 407-871- 2020 THIS SIGNED AND SEALED SHEET 15 TO BE USED AS A MASTER FILE GOPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/1-7, IF THE FLORIDA BUILDING GORE 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET I OF 5 RECIRCULATION GHLORINATO POOL FILTER THERAPY JET RETURN LINE 11IIII MAIN DRAINS MEET THE VIRGINIA GRAEME BAKER POOL AND 5PA SAFETY ACT. I !SECOND MAIN DRAIN MAY BE ON SIDE WALL) MAIN DRAIN (SUCTION) IIu II II II III RETURN LINE II II IL-------------- J-------------- - TYPICAL SPA POOL - 2 MAIN DRAINS ON FLOOR POOL SHELL 3000 P51 CONCRETE PNEUMATICALLY APPLIED. G" IN VERTICAL WALLS (TYP) 6" IN COVES AND FLOORS (TYP) 2500 MIN. GUNITE MAY BE SUBSITIUTED FOR 3000 PSI CONCRETE 1/2" QUARTZ FINISH UL APPROVED UNDERWATER LIGHT COMPACTED SOIL 1 UNDER GONGETE L DEGK -I WATER LINE 6"XG" CERAMIC TILE UNDERWATER LIGHT 3/4" BULLNOSE TILE OPTIONAL ON EDGE OF STEP. 4" THIGK CONCRETE DECK W/ FIBERMIX 3000 PSI 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 2-03 REBAR CONTINUOUS STEEL REINFORCED CONCRETE — 6" LOW VARIES PROFILE JUNCTION BOX 40' DECK AND TILE DETAIL MAIN DRAIN _ SUCTION LINE------------ MAIN DRAIN W/ RELIEF PLUG OR 2" HYDROSTATIC RELIEF VALVE, IF REQ'D. SECTION J 000000 00o o 00o° OO0 00 O ROCKBED 03 BARS NUOUS 03 BARS 12" O.G. VERTICAL AND HORIZONTAL (TYP) GRADE 40) ' ;i`f •'. k+c7'f /.3 I •AL T FEB' .j4, 201 PARKER Mfst>1 IGKIa R;;P!''}32ro45 AGRLYIG FINISH POOL BONDING NOTES: I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A COPPER CONDUCTOR; MINIMUM #8 AWG BARE SOLID COPPER CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE WALLS OF THE POOL AND WHICH 15 SECURED WITHIN OR UNDER THE PERIMETER SURFACE 4" TO 6" BELOW SUBGRADE. THE PERIMETER BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED 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 ASSHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, U51NO A #8 AWGBARESOLIDCOPPERCONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING AT 4 POINTS SHALL NOT BE REQUIRED. 9. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OFTHEPOOLPUMPMOTORANDOTHERELECTRICALGOMPONENTSASREQUIREDBY NEC 680.26 (VERIFY LOCATIONS) USING 1*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 ANDANDINCLUDEALLMETALWIRINGANDALLFIXEDMETALPARTSTHATAREWITHIN5 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 15 UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS 11. 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, WHICH SHALL, INTOTHEBONDINGCONDUCTOR. 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 90° RADIUS SHALL BE PERMITTED. 5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS OR G. IF REQUIRED, ALL GROUND RODS SHALL BE 5/8" COPPER GLAD STEEL, 8' LONG NOTE 1 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 NOTE I MEANS PER NEC, 250.8 TO THE BONDING CONDUCTOR. NOTES 2 AND 3 SF T. SPECIAL GASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS, 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 WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING NOTE 3 BOND JUMPER MINIMUM 5/S" DIAMETER FROM POOL REBAR OR JURISDICTION (AHJ). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTE 8 COPPER GROUND ROD BONDING CONDUCTOR TYPICAL DRIVEN UNTIL MAXIMUMCOORDINATIONOFTHEBONDINGWITHTHEAHJINTHEDETERMINATIONOFITYPIGALRESISTANCEVALUEOFAPPLICATIONOFTHENEC. 25 OHMS IS REACHED NOTE I BOND JUMPER IF USED) NOTE 9 TYPICAL BOND JUMPER NOTE 10 TYPICAL TYPICAL BONDING TYPES SWIMMING POOL LT FIXTURE NOTE II NOTES I, 4, NOT TO SCALE TYPICAL 5 AND 8 NOTES: 1. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED INACCORDANCEWITHMANUFACTURERSRECOMMENDATIONS. LADDER, HANDRAIL, TYPICAL POOL BONDING PLANDIVINGBOARDETCTRANSFORMER NOT TO SCALE PUMP MOTOR JUNCTION BOX IF USED) BONDING LEGEND BOND CONNECTION, PER NEG 250.8 I ¢ MYNOPENBERG4 A5500. INC. o PARALLEL TAP CONNECTION, PER NEC 250.8 UNDERGROUND BONDING CONDUCTOR, 8 AWG (MINIMUM) SIONAL ENGINEERS LANDSCAPE ARCHITECTS Fr1-72q EW386D617E68G1NUE H32118 POOL LIGHT NIGHE FAX 1386L677L0141DA METAL CONDUITS OR PIPING SYSTE TYPICAL CONTROL PANEL( 5) RESIDENTAL SW/POOL POOL LL,, y DESIGN FOR REINFORCING Ca 1 :' ALL SEASONS POOLS 4 SERVICE STEEL - wc; lwc-.Pl 185 EAST AIRPORT BLVD. 5ANFORD, FLORIDA III 9= 0 IIICAI b 5 C%S AI_` = 40-8-71-2020 4i HEATER CASE1, fy` / 0 TYPICAL POOL BONDING SCa-IEMATI G s THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE NOT ro SCALE r 5 _, YEAR EXPIRING ON 12/31/1 f. IF THE FLORIDA BUILDING CODE v. ` '.; DATE, THIS DRAWING q; ' _ ISALTEREDORMODIFIEDBEFORETHATSGHEMATIGNOTES: I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES, e , v _ MAY BE RENDERED VOID. Q }? 2 I METALLIC GD'IPONEN75, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT, AND METAL 1-4IREWAYS/GONDUI75 SHALL BE IN ACCORDANCE WITH NEC G80.2G. OR, AS r a ! t h1 r5 = s b ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ). PARKER MYNGHi h12Gi P.32645 SHEET 3 OF 5 3-1/2" TYP ALL SLABS F77- FLAT SLOPE/NO FOOTING TYPE I 2) #3 REBAR CONT. IFTIN6 OR STEEPER IFTIN6 8 / TO ' IFTIN10 ; MOTERATE SLOPE FOOTING TYPE 2 I 6--I/#4 BAR AT 12" ON CENTER 4" DECK #3 BAR AT 12" ON CENTER BAR TO BE 5 FT LONG TURN DOWN FOOTER DETAIL 1—#3 BAR CONTINUOUS BRICK PER POOL DECK m Qo 1—#3 BAR VERTICALLY 4 MIN a 36" ON CENTER BAR COCONTINUOUS I -- B=1/2" X A PAVER DECK TURNDOWN DETAIL l3) #3 REBAR GONT. STEEP SLOPE FOOTING TYPE 2 SLAB —FOOTING DETAILS 2500 MIN. GUNITE MAY BE 5UBSITIUTED FOR 5000 PSI CONCRETE USE 6X6 10/10 WWM OR FIBER MESH CURE FOR ONE WEEK BEFORE INSTALLING ANCHORS. CONCRETE PAVER DECK THE POOL CONTRACTOR SHALL PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6" ON CENTER IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE OF REPOSE IN ENCROACHED 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 T FORM W/ gp STRUCTURAL STEEL IN PLACE TO BE INDEPENDENTLY SUPPORTED 12" AWAY FROM SHORING. 3000 PSI CONCRETE W/ 2-03 REBARS THE POOL SHELL WALL SHALL BE — CONSTRUCTED AT 6" THICKNESS. RIBBON FOOTING 3 REBARS AT 6" ON CENTER W/ PAVER DECK BOTH WAY5 IN AREAS THAT EXTEND INTO THE ANGLE OF REPOSE STRINGER MAY BE DRIVEN INTO GROUND MIN. 9" --jOROTHERWISESUPPORTED TO PREVENT FROM KICKING OUT AT BASE. SNORING DETAIL IN LOCATIONS WHERE EXISTING FOUNDATION 15 THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED. CONCRETE PAVER DECK co 12" 3000 PSI CONCRETE W/ 2—#3 REBARS RIBBON FOOTING W/ PAVER DECK SIDE WALL5 CONCRETE PAVER DECK zr ILI N V,Q IDITHOIJT 3000 P51 CONCRETE W/ 2-03 REBARS r" RIBBON FOOTING a W/ PAVER DECK. FRONT WALL r E' PARKER_ `M;Y EIJESERG,:Ey"#32645 V-6" MIN. DISTANCE LESS THAN I ON 1 45' STRINGER TO BE SUPPORTED BY CLEATING TO SUITABLE ANCHOR DEVIGE SUCH AS A 2" X 4" ATTACHED WITH ANCHOR NAILS OR TAPCON5 TO EXISTING CONCRETE LANAI OR EXISTING STRUCTURE OR ITS FOUNDATION. EXISTING STRUCTURE I --USE 1/2" PLYWOOD SHEETING 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 BACKFILLING EXCAVATION TO PREVENT UNDERMINING OF ADJACENT STRUCTURE. PARKER MYNCHENBERG 4 ASSOC., INC. PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 17211 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32117 386) 677-6891 FAX (386) 61-1-2114 TYPICAL RESIDENTAL SW/POOL DESIGN FOR ALL SEASONS POOLS $ SERVICE 185 EAST AIRPORT BLVD. SANFORD, FLORIDA 407-811-2020 THIS SIGNED AND SEALED 514EET 15 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 CODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 4 OF 5 ALUMINIUM SCREEN UPRIGHT 4*5 BAR CONTINIOUS 12" MUD SET — a3 BAR AT 12" ON CENTER X ry X m Q 7777777777 i 04 BAR AT 12" ON CENTER 36" TURNDOWN WALL 5000 P51 PUMP MIX CONCRETE s" 04 BAR GONTINIOUS TaXQL m . ry Z lyQ 05 BAR AT 40" ON CENTER a WITH CELL FILLED WITH CONCRETE S" X> _ DECK OR 04 BAR AT 12" ON CENTER STANDARD YARD w 4" POOL DECK ELEVATION - r 30" 4'-2 05 BAR AT 12" ON CENTER BLOCK WALL DETAIL 6 FT RETAINING WALL WALL 3000 P51 PUMP MIX CONCRETE s ` RETAINING WALL 3000 P51 PUMP MIX CONCRETE .* PNEUMATICALLY APPLIED. 'r •` s="' PARKER M;b ' , 'NBA OI ALUMINIUM SCREEN UPRIGHT a5 BAR AT 40" ON CENTER WITH CELL FILLED WITH CONCRETE DECK DRAIN 4" POOL DECK N: 6" a4 BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX CONCRETE REQUIRED INSPECTION SEQUENCE BP# 1% 2671 Address: $ &Ir o v 1'1i 1'Vo40-" `— BUILDING PERMIT (POOL i Min Max Inspection Descri tion 10 20 Pool Foundation 20 Pool Plumbing Rough i 30 Main Drain Piping 40 Pool Deck 50 Child Safety Inspection { 60 1000 Plumbing Final 1000 Pool Final Inspection l E C ELECTRICAL,PERMIT ..., , Min Max Ins ection Description 10 Light Niche Bonding 20 Pool Bonding Grid 1000 Electric Final REVISED: June 2014 GRANT MALOY, SEMINOLE COUNTYCLERKOFCIRCI1-1* COURT & COMPTROLLERBK8992Ps554-(1Pss) CLERK'S RECORDED 09 12:37:31 PMRECORDINGFEES U'00NOTICE,OF COMMENCEMENT ouevore THIS .~'CONSTRUCTION VALUE ~`.^^~~. INC I . 86 E AIRPORT BLVD( PERMIT mJ)TdO-3)Of CITY OF: Im tic The undersigned herebyl gives notice, that Improvement will be made to certain real property. andin accordance with chapter 713, florlda statutes, the following Information Is provided In Qils notice of commencement. i. Legal Description of ppopert r: fand street Address If Available) Lt it 60 2. General description of Improvemelt(d): CONSTRUCT SWIMMING POOL I SCREEN ENCLOSURE/ FENCR-, 3. Owner informationName Address: ck- mu ^kC"~~ '"= a. Interest In..property: FEE SIMPLE / b. Name and address mf two Phone; 4. n"nt='mr: wavm, ALL SEASONS POOL mEnwCs|wc ALL SEASONS POOL SCREEN ENCLOSURES ' INC Address'. Phone Number: 407-871-2020 407-703-2500 Fax Number: 407-3 1 21,540*407403w9501 aametY: povoe:( Fax: 6. nder: Name And address: Phone: rox - 7. Persons Within the State of Florida designated by Owner upon whom nouxvuor other documents may - provided ~"S......-^.tl ~~,(a'.'Florida _-__- B. In addition to hlmselfj'Owner designates the following person(s).to ' mowivvucopy mS«vmvn Statutes- ( Name, Address, Phoneriumber and -fax number) 9. expiration date Is1year from the date of recording unless s*emned) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDEREDIMPROPER: PAYMENTS UNDER.CHAPTER 713, PART 1, SECTION 713A3, FLORIDA STATUTE% AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR, PROPERTY. A NOTICE OF COMMENCEMENT MUST BE,REC'ORDED,AND POSTED ON THE JOB SITE BEFORE S . INSPECTION. IF'YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCTIN"G ORTK 6R RECORDING YOUR NOTICE OF COMMENCEMENT. Verification pursuaill'to Son ii2b'Flono .5taiiiis. under Pentaitlet; of perjury, I declare that I hive read Ulu rurgoljvj unU Ututfauts litit uru tiuu to the bust of iny knowledge and belief. 0 j) signature State of Florida., County of The foregoing instrument Was ;acknowledged before rittkis day of 20 /:Eby 1, 6JA 0 SA I -A A' 4;z -Ao is personally known to me or who has produced ao]ueoonc^uon did take ail vnm did not ta,v'anpntn` YlArd Megan Elizabeth Reis Notary Public - State of Florida 5jF