Loading...
HomeMy WebLinkAbout211 Fairfield Dr 17-441; POOLA U36 . a_ v ciTY OF SANFOR© r C BUILDING & FIRE P EVENTIC}N` PERMIT APPLICATION FEB 1 2017 ApplWation Not Documented Construction Value: $ 469gS Job Address: YVA Historic District: 'Yes No Parcel 3D; " S (Doo Obq q0— Residential Commercial Type of Warlc; New .Addit`ic ri Altc rat otl Repair Demo ICi aln e of Use Move ; Description;'of Work: Flan Rei V . Contact Person: Title; Phone:, o-— 3-.pt y+'ax: Email:, Property Owner Information Name Phone: StreEt: ate= h- Resident of property? . City,State Zip: Contractor Information ALL SEASONS'POOL SERVICE INCName Phone: 407-871-2020 Street: 185,E AIRPORT BLVl3' Fax; 407-321-5404 City, State `Lip: SANFORD FL 32773 State LicenseNo.: GPCO23blb Arch itect/Engineer lnformatibn Name: PARKER MYNCHENSERG ASSOC. Phone: Street:1729 RIDGEVVOOD AVE Fax:,, City, St, Zip: HOLLY HILL FI 3?11`R L -mail: bruce(ftarkermvnchenberq,com Bonding,Company 14 ortRage°Lender Address: Address: _ WARNING TO OWNER: YOUR FAILURE TO RECORD A'NOTICE OF COMMENCEMENT MAY RESULT IN'YOUR'; PAYING TWICE FOIL imPRoVEMENTS TO YO11,R PROPERTY: A NOTICE OF CO" MiNCENIENT MUST BE RECORDED AND POSTEll ON THE JOE SITE BEFORE THE FIRST INSPECTION. 1.F'YOU INTI ND TO OBTAIN FINANCING,, CONSULT WITI3 YOUR L1GND1ER OR AN ATI'OiCNEY BEFORE RECORDING YOUR NOTICEOF COMMENCEMENT: Application is,hereby,made to obtain a;permit to 'do the wort: and installations as indicated. I certify hat no:work or.;installation'has cornmenced,prior to- the'i"sswa,gcc_ of a.permit and thatall work will be performed to tneet standards of;all laws regulating construction in this) jurisdiction. I nnderstand that;a separate permit mustbe secured for electric4l'Work plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air contlitione rs, etc. rnC oss'sn ai l be inscribed with the date rof ahnlieation and the eodein efreet as orthat hate: 511' Edition (2014) I tgiida i3u:ilding Code Revised: June 30,2015 Permit Application t NOtICE:I atlditiou;to tiav rvquircutnrits Urthis;permit, there may 'tte`additional restrictions applicable_ to,this Property that may be, maanagemenedstr this county, dell al eti ;cs be additional permits required=rrmother govermtnentalentitie, Such ;as wafer nnna 3 n o of P 3 ^' 3 3, rW ? Z m rm v o W. m w m V T N w 0 N O O G N N O _ Acceptance ofpermit is verification thg,t 1 will notify the ownet oft} e property of the requirements"ofFlorida Lien Law, PS`.7a`3, t3WNEW-8 AI+1iDAVIT T certify? that itll of'the foregoing', informrttlorr.is trsctira#e aitcl fhat all, work iv.,ill be, done in corrippliw.we.with all appllcai'lelaws regulating construe on 'and Ming. twu Signalur'e`'orO, ,.;,dAgent' - - - Date — 5(gnaturc'of Contrno4or/Agaplf tj`nir "'S * tie•• Owner/Aper t is Personally v yri to me U, Prddueed, iD' C Type of IDI L_ J3J 4 ,L.0. r` IS V0.R. £1FFIClE USE ONLY Permits R'egaired: Dtii"lding (( Electrical( Mechanical 1-1 Plumbing GasO Roof C.o'nstructi`otr Tyler Occupancy Ulse:- ii'lood Zone; Total Sq..FT of Bldg Min. Qecupan„cy. Load # of Stories: N"ery Construcflom. It lectric -;E of Amps_ PItim tit b "4 of°rixtures Eire.Spritiklar"1?errnitr Yes[ No © # of Heads Fire Alarm;Permit: "'Yes'[] NoE]'' APPROVALS: ZONING: 313 t . UTILITIES: WASTEWATER:" ENGINEERING; FRE 13UIL1: INO: IF OVA elo. -7, ZOIJ Revised:June 30,2015 Permit Application JOHN N. WATTS Print ntracibilAgent s Nance. z oSgniif' c o Notary -S tc oEJIorida. We c m m 3 nc T'y Q Z mm Conn actor/Agent is Personally Knovit. Mwa o = Produced ID Type of iD: N asb J3J 4 ,L.0. r` IS V0.R. £1FFIClE USE ONLY Permits R'egaired: Dtii"lding (( Electrical( Mechanical 1-1 Plumbing GasO Roof C.o'nstructi`otr Tyler Occupancy Ulse:- ii'lood Zone; Total Sq..FT of Bldg Min. Qecupan„cy. Load # of Stories: N"ery Construcflom. It lectric -;E of Amps_ PItim tit b "4 of°rixtures Eire.Spritiklar"1?errnitr Yes[ No © # of Heads Fire Alarm;Permit: "'Yes'[] NoE]'' APPROVALS: ZONING: 313 t . UTILITIES: WASTEWATER:" ENGINEERING; FRE 13UIL1: INO: IF OVA elo. -7, ZOIJ Revised:June 30,2015 Permit Application Job Address: Parcel ID: Type of Work: Description of Work: CITY OF SANFORD BUILDING & FIRE" PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ :3(0() Historic District: Yes Not Residential] Commercial Change of Use Move, 0 Plan Review Contact Person' Title: p Phone: O -T-- _%S D ( Fax• Email: Name Street: City, S nformation Phone: Resident of property?: Contractor Information Name l Street: WAX `es - U_::: A( City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Phone / I Fax: p, State License No.: e 3 On Architect/Engineer Information Phone: Fax: E-mail: 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 he 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: 5m 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 withlocal 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 AFFIIDAVIT: 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 Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date 11 Contractor/Agent is Personally Known to Me or Produced ID Type of ID Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof ' Construction Type: Total Sq Ft of Bldg:_ Occupancy Use: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: 1'i Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application LIMITED POWER OF ATTORNEY Date: 1 hereby name and appoint I L)(Zu of All Seasons Pool Service, Inc, to be m' lawful attorney in fact "to act for me and to apply to the Division of B.uilding'Safety fora permit and to sign my name and do all thing necessary to tFiis, appoin nt'for the work being performed at: Lot: , Subdivision: Address: John. alts All S asons Pool Service Inc CPCO23S76 CPC 02306 State License Number STATE OFTLORIDA COUTY OF The foregoing instrument was acknowledge before me, this_ day of 20J7 by_John N. Watts who.is personally known to me. Megan Elizabeth Reis4ryurIe seal) MEGAN ELIZABETH RENSf Notary Public - State of Floridar Pow Commission # FF 977536 q; ;°, My Comm. Expires Mar 31, 2020 I hereby name and appointi,i 1Q fyi sil, of All Seasons Pools to be my lawful attorney in fact to act for me and apply to thc\J for an electrical permit for work to be performed at a location described as: Parcel # Section Township Range Lot Block Subdivision OCS NA MORA l t VQ i ( c W v (Owner of Property and Address) And to sign my name and do all things necessary to this appointment. Brian Keith Miller EC -13001686 Printed nameof active Certificate Holder (Master Electrician) State Registration or Certificate Number Signature of license holder The foregoing instrument was acknowledged before me this day of , 2010 by Brian Miller who is personally known to me and who did not take oath. Stat f Florida Co of Volusia No ary P lic, State# Florida os,av MEGAN ELIZABETH REIS Ngtary Public - State otFlorida Commission # FF 977536 FOFe oc` My Comm. Expires Mar 31, 2020 CPC 023576 1. PARTIES: AgreerAent between ALL S e owner. ALL SEASONS POOLS 185 E. AIRPORT BLVD. FLORIDA 32773 www.allseasonspools.com POOLS, hereinafter called the contractor, and Office: 407-871-2020 Fax: 407-321-5404 2. AGREEMENT: The contractor agrees to build one residential swimming pool for the owner on the premises described as follows: Address: 21I 1 9-Fter,"' f-_W Legal: _ — 3. PRICE AND TERMS PER PHASE: The contract price is: Payable as follows: Deposit to secure agreement: 1) 5O po 10% Upon signing of this instrument as a deposit on total contract price. 2) A' t_3 Sei4 q'2- 30% Upon completion of dig and steel. 3) `1"; _S 11 . `1 - 30% Upon completion of concrete shell. 4) 1[ 0 25% Upon installation of the and perimeter plumbing installation, after footers and or rough deck is poured or Pavers installed. 5) 5% Upon installation of safety barrier./ PRICE AND TERMS FOR SPECIALTY ITEMS: INCLUDED IN ABOVE CONTRACT PRICE: 6) Solar installation. 7) y. Fj_ Z _ '2,L4 Screen installation. n 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 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 i 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 frornthe 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 homeowner's expense. SCPA Parcel View: 32-19-31-515-0000-0990 Tax Amount without SOH: $1,589.12 2015 Tax Bill Amount $1,069.88 Tax Estimator Save Our Homes Savings: $519.24 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description LOT 99 CELERY LAKES PHASE 1 PB 62 PGS 75 & 76 Taxes Sales Find Comparable $ates Gate I Book Page Amount Qualified Vac/Imp 10/112006 06461 0090 247 000: Yes Improved 11/1/2004 05546 0683 150800 € Yes Improved Land i Method Frontage Depth Units Units Price Land Value LOT 1 $23,000.00 23,000 l BP# 17-441 REQUIRED INSPECTION SEQUENCE Address: 211 Fairtield Dr BUIT DING`PERIVII 1 (POOL` Min 10 Max 20 Insl2ection Descri' tion Poof Foundation 20 Pool Plumbing Rough 30 Main Drain Piping 40 Pool beck 50 Child Safety Inspection 60 1000 Plumbing Final , 1000 Pool Final Inspection Az REVISED: June 2014 i Pool & Spa Main Branch Lines 3" Pipe Pool Main Drain & Spa Main Drain Trunk Lines Are 3" Pipe Pool Return & Spa Therapy Trunk Lines Are 2.5" Pipe aa, Pool Deck Will be Screen _--:nciosed Pool Will Have Envlro Circulation System! Home Will Have Window / Door Alarms (3) REVIEWED POR CODE COMPLIANCE PLANS EXAMINER 3•Ze-lam DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS iN PLANS, RECORD COPY ORIGINAL: 1217116 92 x12 Footer Paver Deck w/_ Brick Coping I Pebble Top I I I Open Fiow 360 Debris I I ain Drain I9ne POCL I l— r M lu 1a LU ilicra l;acltlni & Shutic iASP to Cuticaap/Reroute s Irrigation 3 Put q r, Automation Load Center >` HereNsaf 24' Siub !a'ii i R 9nck Caping r j i I: a®nch I R I I r s EV I Cj EV ' I n -v i EV Double Steel MECONSTRUCTIONORVIOLATIONSOFTHISCODE vtLD! SANFORD 1 Construction AA 7 — 4 O' IRTM 0 I Super to Confirm Lanai Add Pavers to Match Pre -Plumb SPA 12" Bond Beam on SPA IILL: 3 De 1 yp Ni y.. s C;XP epi i s um flo k O-i3roiri Existing .Aluminum Roof e tay - Atld Carry ASP to Remove Existing 3 Screens Walls Builder / Customer: Charles Caragan Job Address: 211 Fairfield Drive Street: 211. Fairfield Drive County: Seminole City: Sanford - Zip: 32771 City: Sanford State: FL Block: Lot #: 99 Zip: 32774 Home #: PB: 62 PG: 75 and 76 LIC# CPCO23576 Cell # 407-923-9495 Work #: Subdivision: Celery Lakes Phase 1 If You Have A Backyard, We Can Put A Pool In It! Gate Code: y' Cp 185 EAirport Blvd,Sanford, FL 32773 Job # 758® 407-871-2020 -- - - ' I . "'wNw.AllSeasonsPools.com eww c i Directions To Proiect a Lo, Pool Depth Profile 25ft. ilin. t Pool Specifications STYLE: Custom PERIMETER: 84' AREA: 333 soft jI CMP Directional 2.5" WIDTH, 13' LENGTH: 26' heraRy .leas in Spa r \i' ` J I M.D: 1 - W RTNS: EP+ 6fl 2w 10" Pebble DOUBLE STEEL: Yes P.C.: Plumb in Ar Top Drain In WELL WATER: N/A GALLONS: 9.401 Spa Floor I IILL: 3 De 1 yp Ni y.. s C;XP epi i s um flo k O-i3roiri Existing .Aluminum Roof e tay - Atld Carry ASP to Remove Existing 3 Screens Walls Builder / Customer: Charles Caragan Job Address: 211 Fairfield Drive Street: 211. Fairfield Drive County: Seminole City: Sanford - Zip: 32771 City: Sanford State: FL Block: Lot #: 99 Zip: 32774 Home #: PB: 62 PG: 75 and 76 LIC# CPCO23576 Cell # 407-923-9495 Work #: Subdivision: Celery Lakes Phase 1 If You Have A Backyard, We Can Put A Pool In It! Gate Code: y' Cp 185 EAirport Blvd,Sanford, FL 32773 Job # 758® 407-871-2020 -- - - ' I . "'wNw.AllSeasonsPools.com eww c i Directions To Proiect a Lo, Pool Depth Profile 25ft. ilin. N 1415 . irfield Ave P+ 25th ST • lellonrille Ave Sanford .Ave ASP airport Blvd SPA Specifications STYLE: Square AREA: 36 sgft PER,',!: 24' T -JETS: 4 RTNS: 1 - CFR LIGHT: White M.D 2 - 3" SPILLWAY 24" TYPE Tile HEIGHT. +12" BLOWER:1 HP NOTE Tile Specifications rp 6^ __- 12"16' +18" ---- I I 24"_ +30"---- +36" — I DECK JETS: N/A BUBBLER: N/A SHEERS: N/A STEP TILE: 48 LNFT FACE TILE: 124 LNFT NOTES: i Misc. Options OUTLETS: GAS LINE: CHASE PIPE, HOSE BIBB: SUMMEJWOR:J4 aj STUCCO STONE: I COUNTERTOP: APPLIANCES: Screen / Fence ROOF 86: 608 TYPE: DOME WALL SQ: 720 WALL HGT: 8'. ELITE ROOF: N/A CARRY BEAM: 1 SCREEN COLOR: BRONZE NOTE: SCREEN REMOVAL FENCE TYPE: N/A HGT: N/A LENGTH: N/A s COLOR: N/A GATES. N/A 6ft. Deck Specifications TYPE: Paver Deck w / Brick Coping DIMENSIONS: 19'x 32' AREA: 184 Init FOOTER.52' 12x12 COPING. 112' DRAIN' 32 CONCRETE RISER. 6' R, TIO: 320 cnft FENCE: N!A. TURN DOWN DECK EDGE: I 6"::— +12" ---- +18" 16' I 24" ---- +30" ---- NOTES: Bgui ment PUMP: VS FHP HP: 1.0 FILTER: CS SQ: 250 PUMP 2: N/A HP: N/A CHLOR: IN LINE OZONE: N/A POOL SWEEP N/A HEAT PUMP: Aqua Cal T135 GAS HEATER N/A TYPE: N/A CONTROLS: IQ904 RS 4 AUTOFILL & DRAINN/A NOTES: 3 Window / Door Alarms Color Selections POOL: Petite - Blue Breeze TILE: Lappeibei 6 Pietra Roma TILE GROUT: Almond STEP TILE: Pie' ra PEI BEI STEP TILE PTRN: Diamond 8" Spacing DECK COLOR: Cream / Beige / Charcoal DECK PTRN: 3 PC Random COPING: Cream COPING GROUT: Almond FLOORHEAD' Gray NOTES: Site Specifications DIG TYPE: Micro Dig & Haul / Shuttle ELEVATION: 0" From 0" YARDS: 23 NOTES: I Designer i DESIGNER: Brian Mastrianna ? CONTRACT DATE: 11/7/16 I APPROVED BY: Josh Frankenberry. DATE : 12!7/16 - l t Pool Specifications STYLE: Custom PERIMETER: 84' AREA: 333 soft jI WIDTH, 13' LENGTH: 26' DEPTH: TO" X 6'0" M.D: 1 - W RTNS: EP+ 6fl 2w SKIM: 1 - 3" LIGHT White DOUBLE STEEL: Yes P.C.: Plumb in Ar WELL WATER: N/A GALLONS: 9.401 NOTES: N 1415 . irfield Ave P+ 25th ST • lellonrille Ave Sanford .Ave ASP airport Blvd SPA Specifications STYLE: Square AREA: 36 sgft PER,',!: 24' T -JETS: 4 RTNS: 1 - CFR LIGHT: White M.D 2 - 3" SPILLWAY 24" TYPE Tile HEIGHT. +12" BLOWER:1 HP NOTE Tile Specifications rp6^ __- 12"16' +18" ---- I I 24"_ +30"---- +36" — I DECK JETS: N/A BUBBLER: N/A SHEERS: N/A STEP TILE: 48 LNFT FACE TILE: 124 LNFT NOTES: i Misc. Options OUTLETS: GAS LINE: CHASE PIPE, HOSE BIBB: SUMMEJWOR:J4 aj STUCCO STONE: I COUNTERTOP: APPLIANCES: Screen / Fence ROOF 86: 608 TYPE: DOME WALL SQ: 720 WALL HGT: 8'. ELITE ROOF: N/A CARRY BEAM: 1 SCREEN COLOR: BRONZE NOTE: SCREEN REMOVAL FENCE TYPE: N/A HGT: N/A LENGTH: N/A s COLOR: N/A GATES. N/A 6ft. Deck Specifications TYPE: Paver Deck w / Brick Coping DIMENSIONS: 19'x 32' AREA: 184 Init FOOTER.52' 12x12 COPING. 112' DRAIN' 32 CONCRETE RISER. 6' R, TIO: 320 cnft FENCE: N!A. TURN DOWN DECK EDGE: I 6"::— +12" ---- +18" 16' I 24" ---- +30" ---- NOTES: Bgui ment PUMP: VS FHP HP: 1.0 FILTER: CS SQ: 250 PUMP 2: N/A HP: N/A CHLOR: IN LINE OZONE: N/A POOL SWEEP N/A HEAT PUMP: Aqua Cal T135 GAS HEATER N/A TYPE: N/A CONTROLS: IQ904 RS 4 AUTOFILL & DRAINN/A NOTES: 3 Window / Door Alarms Color Selections POOL: Petite - Blue Breeze TILE: Lappeibei 6 Pietra Roma TILE GROUT: Almond STEP TILE: Pie' ra PEI BEI STEP TILE PTRN: Diamond 8" Spacing DECK COLOR: Cream / Beige / Charcoal DECK PTRN: 3 PC Random COPING: Cream COPING GROUT: Almond FLOORHEAD' Gray NOTES: Site Specifications DIG TYPE: Micro Dig & Haul / Shuttle ELEVATION: 0" From 0" YARDS: 23 NOTES: I Designer i DESIGNER: Brian Mastrianna ? CONTRACT DATE: 11/7/16 I APPROVED BY: Josh Frankenberry. DATE : 12!7/16 - l Residential Swiinmin.g .Pool Safety Act Requirements FL Statutes Section ;515' Swimming Pool 13arr+er Affidavit Contractor: All Seasons Pool Service. Inc Permit # I', John N Watts License# CPC 023576 hereby affirm that one of the following methods will,be used to meet'the requirements.of Florida Building ICode, Section 424.2. The, pool, will be.equ`ipped with an.approved safety pool cover that complies with ASTM F 1346-91. Standard Performance Specifications for Safety' -Covers for Swimming Pools; Spas and Hot Tubs. A continuous, one piece barrier,(Child fence) meeting'the requirements of Florida Building .Code 424.3,17.1 will protect the pool perimeter (pool deck). Submitted Plan's, ihust!;shaw the, fences' Location and`: method of attachment, including one :end shall not be:removalile with the use"oftools_ A combination of'non-dwelling walls ( screen enclosures, child fences, etc.,-.) will protectthe pool' perim7eter. Submitted plans will specify the type and location of al] non -dwelling walls. Any combination of.protection which incorporates dwelling walls with doors and/ or windows opening directly into the.pool perimeter which includes self closing, self latching devices and I& exit alarms complying with UL2O17 and -Florida Building Code 424.2.17.1.-9. submitted ,plans'will`show.all. types and locations of all perimeter protection. The plaits must also, show the location and types,of all ;opening ;as well as the hardware and for exit alarm £or each location. Lunderstand that.not having one of the above (;or an approved alternate) installed will. constitute a violation ofChapter`5I5 F.S. and will be considered as committing a misdemeanor of the second degree; punishable as provided'in section 775:082 or section 775.083.F.S. z4Z Jon N. Watts Qontractor Owner's Signatures Ch-/ Ic s FirsGY, Owner's Name ( Print) Owner's Signatures Owner's Nome,( Print) L * of 99, CFTLE-RY LAKES 1, accordk g to the ph -u xhereqf, as recorded in Plat Book 62, Pag e(s) 75 and 76, oj'the Public Records of Seminole COunty., FL Communify mimber., 120294 Paeit,-1: 0065 Suffm E F. U. M. jDare: 4117,11995 Flood 7- wre., X DaYe qjrfield work. 911912006 Complefivii Alife. 10/4!2006 Certified to: Charles Caragan; Equitable Title Agency, Inc.: Lawyers 77fle Insurance Corportajojt; Counitylvide Home Loans, Inc., its, successors and/or assigns. Lxicatiotisl,ctch Not to Scale 1FV- N. &D. FAIRFIELD DRIVES 394349f,55,101m LS 2494: AC P. C. IMPROVED 50' RIW L N 10*38J6" W 5 J. 4,3' c. S 10'3828 E 51,43' M. S J9*4349" F- C30 00' p, jo, 1-7-7 ': -C . ONC. SCAU F7R 1/9" sr FV- X -CUT10 (Ar, a! CONC. DRIW. 14.7' 5.0' 5.0t 2U.U' Q, C) LOT 98 N N k, ONE SrORY RMDENCE LOT 100211 40.0' p (n ZONIN41&JUDATI 6--rVO- to conckrV4 32, x 04 clpec— f'IR 1124 r1R 11:?' W U-) 4U 'J, 9' 22" PW,1)9, 63.2 " I M. Property A ddress: JOB SPECIFIC PIPE SIZING, TOTAL DYNAMIC HEAD CALCULATIONS AND EQUIPMENT SPECIFICATIONS AND DOCUMENTATION ARE TO BE PROVIDED BY THE POOL CONTRACTOR FOR EACH PROJECT. TPE POOL CONTRACTOR MUST USE THE MAXIMUM FLOW CAPACITY OF THE SELECTED PUMP AND PROVIDE P T DRAULIO CALCULATIONS FOR TDP TO DETERMINE PROPER PUMP AND PIPING SIZING. THE MANUFACTURER'S EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION FOR PUMPS, FILTERS, I-4EATER EQUIPMENT AND MAIN DRAINS AND VO V ERS ARE TO DC SUBI"II I TED FOR II REVIEW .AND AND FOR SIZING TIDE II viRCULATION SYSTEM. FCC,iFC.ULH I Ivry CHLORINATC POOL FILTER THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIME5 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. u MAIN F MAIN DRAIN Fi DRAIN Zit RETURN WLET ill MAIN DRAIN SUCTIOUNDERWATER LIGHTN Zi i MAIN DRAINS MEET THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT. SKIMMER SUCTION I VIII l LL- _ _ _ J lJ I O On llLl i lil FLOOR RETURN I I 3 REO'D. RETURN SKIMMER EQUALIZER LINE i -- ir------------- WITH GRATE 1 _ RETURN INLET I I SKIMMER 'P Trioc II ! II II SKIMMER TYFIGAL SHIMMING FOOL LOW PROFILE I'-6" JUNCTION VARIES BOX1- 1 4.0' SWIM 03 BARS GRADE 40,12" O.G. MIN. OUT 6"X6" CERAMIC TILE VERTICAL AND HORIZONTAL (TYP) 4" THICK CONCRETE DECK W/ FIBER MIX 2500 PSI OR WIRE MESH GENERAL NOTES: I. POOL IS TO BE BUILT 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 HOURS OR LESS. 4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS OF SIZE AND SHAPE. IF FILL IS 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 THI01,1NE55 (8" TO 10') 5. ALL PVC PIPE WILL BE SCHEDULE 40. G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED TO POOL STEEL AND GROUND WIRE. -- I. POOL ALARMS DO NOT NEED TO BE HARDWIRED 8. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING. 9. TERMITE CONTROL WILL BE APPLIED UNDER ALL POOL DEGK5. 10. ALL PUMPS AND FILTERS WILL BE ANGHORED TO A CONCRETE PAD WITH TAP CON ANGHORS. 11. 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.NS.i./A.5YLE. A112.13, 81-1, "SUCTION FITTINGS FOR 115E IN SWIMP ZING POOLS, SPAS, HCT 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 (B)(2)(b) FOR PERIMETER BONDING U51NG AT LEAST ONEN) 08 AWG BARE SOLID COPPER CONDUCTOR. 15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH OF 8'-O" 03 REBAR 12" O.CB.W. OVER 8'-0"; SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN WILL BE REQUIRED. 16. RESIDENTIAL POOLS SHALL COMPLY WITH THE ANSI/APSP/IGC-5 2011 FOR RESIDENTIAL INGROUND POOLS, ANSI/AP5P/IGC-3 2014 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS, AND ANSI/APSP/IGC-1 2013 FOR SUCTION ENTRAPMENT AVOIDANCE STANDARDS. AND ANSI/AP5P/I00-15A 2013 STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY 1-7. 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. COMPACTED SOIL UNDER PAi K MYNG4-4 NS€G ASSOG. INC. 3., N WATER LINE O CONCRETE DECK PROFESSIONAL ENGINEERS LAND50APE ARC1-II7EGTS 1'126 RIDGEWOOD AVENUE 1-10LLY uILL FLORIDA 32118 1/2" QUARTZ ( 3867 67-6891 FAX 13867 6-2114 UL APPROVED Q FIN15H UNDERWATER LIGHT \P 03 BARS 12" ON CENTER EACH WAY (GRADE 40) TYPICAL POOL SHELL 3000 P51 PUMP MIX CONCRETE o • / RESIDENTAL SW/POOL PNEUMATICALLY APPLIED. oboo 0-w DESIGN AOR 6"-i" IN VERTICAL WALLS (TYPJ a oo -o' MAIN DRAIN W/ RELIEF PLUG OR 2" NGT; .w',4i viii I^+Ir#oC UT 'b! 6'-8" IN COVES AND FLOORS (TYPJ 000000°0 HYDROSTATIC RELIEF VALVE, IF REQ -D. i9{3053 'g' • ALL 5EASON5 FOOLS 4 5ERVIGE 2500 MIN. GUNITE MAY BE SUBSITIUTED ° ba ` 1L08oog0o sA ° L ••_ 185 EAST AIRPORT BLVD. bo° .%, : s ROGKBED ,,ggrr •.q <'= SANFORD, FLORIDAFOR3000P5; CONCRETE DEEP END FLOOR AND ' a,y.. ,,, '• may/ 401-811-2020WALLREINFORCEMENTXe TO SLOPE BREAK- y it 3 BAR ® 12" ON CENTER, EACH WAY < 8.0' DEEP 3 BAR m 6" ON CENTER, EACH WAY > SO- DEEP AND O-VIER. 7PIS SIGNED AND SEALED 51-4EET 15 TO BE USED AS A MASTER SWIMMING FOOL_S4/TION ; FILE COPY . IT WPILLBEUSEDFOR A MAXIMUM ERIOD OF ONE YEAR EXPIRING ON 12/31/I. IF THE FLORIDA BUILDING GORE 15 ALTERED OR MODIFIED BEFORE TI4AT DATE, T1,415 DRAWING rC s,. p nn C MAY BE RENDERED VOID. PARKER M E i 4Fjl .,. -`,A!kG45 51-1EET 1 OF 5 NNY III1 6"X6" CERAMIC TILE 2 -*13 REBAR CONTINUOUS a 8 1-03 REBAR CONTINUOUS 4'' 4" THICK CONCRETE DECK W/ FIBER MIX 2500 PSI OR WIRE MESH GENERAL NOTES: I. POOL IS TO BE BUILT 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 HOURS OR LESS. 4. POOL CONSTRUCTION TO BE THE SAME REGARDLESS OF SIZE AND SHAPE. IF FILL IS 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 THI01,1NE55 (8" TO 10') 5. ALL PVC PIPE WILL BE SCHEDULE 40. G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED TO POOL STEEL AND GROUND WIRE. -- I. POOL ALARMS DO NOT NEED TO BE HARDWIRED 8. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED TO BE ADEQUATE FOR A SINGLE FAMILY DWELLING. 9. TERMITE CONTROL WILL BE APPLIED UNDER ALL POOL DEGK5. 10. ALL PUMPS AND FILTERS WILL BE ANGHORED TO A CONCRETE PAD WITH TAP CON ANGHORS. 11. 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.NS.i./A.5YLE. A112.13, 81-1, "SUCTION FITTINGS FOR 115E IN SWIMP ZING POOLS, SPAS, HCT 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 (B)(2)(b) FOR PERIMETER BONDING U51NG AT LEAST ONEN) 08 AWG BARE SOLID COPPER CONDUCTOR. 15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH OF 8'-O" 03 REBAR 12" O.CB.W. OVER 8'-0"; SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0" A SPECIAL DESIGN WILL BE REQUIRED. 16. RESIDENTIAL POOLS SHALL COMPLY WITH THE ANSI/APSP/IGC-5 2011 FOR RESIDENTIAL INGROUND POOLS, ANSI/AP5P/IGC-3 2014 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS, AND ANSI/APSP/IGC-1 2013 FOR SUCTION ENTRAPMENT AVOIDANCE STANDARDS. AND ANSI/AP5P/I00-15A 2013 STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY 1-7. 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. COMPACTED SOIL UNDER PAi K MYNG4-4 NS€G ASSOG. INC. 3., N WATER LINE O CONCRETE DECK PROFESSIONAL ENGINEERS LAND50APE ARC1-II7EGTS 1'126 RIDGEWOOD AVENUE 1-10LLY uILL FLORIDA 32118 1/2" QUARTZ ( 3867 67-6891 FAX 13867 6-2114 UL APPROVED Q FIN15H UNDERWATER LIGHT \P 03 BARS 12" ON CENTER EACH WAY (GRADE 40) TYPICAL POOL SHELL 3000 P51 PUMP MIX CONCRETE o • / RESIDENTAL SW/POOL PNEUMATICALLY APPLIED. oboo 0-w DESIGN AOR 6"-i" IN VERTICAL WALLS (TYPJ a oo -o' MAIN DRAIN W/ RELIEF PLUG OR 2" NGT; .w',4i viii I^+Ir#oC UT 'b! 6'-8" IN COVES AND FLOORS (TYPJ 000000°0 HYDROSTATIC RELIEF VALVE, IF REQ -D. i9{3053 'g' • ALL 5EASON5 FOOLS 4 5ERVIGE 2500 MIN. GUNITE MAY BE SUBSITIUTED ° ba ` 1L08oog0o sA ° L ••_ 185 EAST AIRPORT BLVD. bo° .%, : s ROGKBED ,,ggrr •.q <'= SANFORD, FLORIDAFOR3000P5; CONCRETE DEEP END FLOOR AND ' a,y.. ,,, '• may/ 401-811-2020WALLREINFORCEMENTXe TO SLOPE BREAK- y it 3 BAR ® 12" ON CENTER, EACH WAY < 8.0' DEEP 3 BAR m 6" ON CENTER, EACH WAY > SO- DEEP AND O-VIER. 7PIS SIGNED AND SEALED 51-4EET 15 TO BE USED AS A MASTER SWIMMING FOOL_S4/TION ; FILE COPY . IT WPILLBEUSEDFORAMAXIMUM ERIOD OF ONE YEAR EXPIRING ON 12/31/I. IF THE FLORIDA BUILDING GORE 15 ALTERED OR MODIFIED BEFORE TI4AT DATE, T1,415 DRAWING rC s,. p nn C MAY BE RENDERED VOID. PARKER M E i 4Fjl .,. -`,A!kG45 51-1EET 1 OF 5 ic c. i Fc.uLfa i I vry CHLORINATO II POOL FILTER THERAPY JET RETURN LINE ii II MAIN DRAINS MEET THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT. j (SECOND MAIN DRAIN MAY BE ON SIDE WALL) II Isa;;oi lI MAIN DRAIN (SUCTION) JI itli tflz li it UNDERWATER LIGHT II it II it RETURN LINE 3/4" BULLN05E IL______________ -i L___-----JTILE OPTIONAL ON EDGE OF STEP. TYPICAL SPA POOL — 2 MAIN DRAIN5 ON FLOOR POOL SHELL 3000 PSI CONCRETE PNEUMATICALLY APPLIED. 6" IN VERTICAL WALLS (TYP) G" IN COVES AND FLOORS (TYP) 2500 MIN. GUNITE MAY BE SU55ITIUTED FOR 3000 PSI CONCRETE 1/2" QUARTZ FINISH UL APPROVED UNDERWATER LIGHT VARIES COMPACTED SOIL O UNDER GONCETE DECK (11 MAIN DRAIN _ SUGTION LINE MAIN DRAIN W/ RELIEF PLUG OR 2" p°Ot HYDROSTATIC RELIEF c VALVE, IF REO'D. o SECTION 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 TINE 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. I-1/2 TIMES THE DIA. F MAIN MAIN DRAIN RAIN GAP TILE/ BRICK/ OR CANTILEVER WITH WATERLINE TILE 2-03 REBAR CONTINUOUS AGRLYIG FINISH 4" THICK CONCRETE DECK W/ FIBERI'41X 3000 PSI STEEL WATER REINFORCED LINE CONCRETE — 6"X6" CERAMIC TILE 6„ LOW PROF I L E JUNCTION BOX DECK AND TILE DETAIL4.o MIN. 1 K' 9ff F EXTRA #3 BARS CONTINUOUS TYPI( RESI I 4*3 BARS 12" O.G. t y DECD' 1 000,00 VERTICAL AND ALL p000 HORIZONTAL (TYP) 185 EAS 0' 00 GRADE 40) N 7 L I'L? ,NT I ',a SANFOR 0. 00o Et f0 ti 407-S11 Oo ROGKBED 51THISSI FILE YEAR E 15 ALTS e MAY Bi PARKER MYNA ri Ee P = ? 7645 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 GON70UR OF TPE PERIMETER SURFACE OF TPE POOL FROM 18" TO 24" FROM THE INSIDE WALL5 OF THE POOL AND WPICP IS SECURED WITPIN OR UNDER TPE PERIMETER SURFACE 4" TO 6" BELOW SUBGRADE. TPE PERIMETER BONDING SPALL BE ATTACHED TO TPE POOL REINFORCING SPELL AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SPALL BE BY LISTED MEANS PER NEC 250.8. BONDING GABLES UNDER SLAB SI -TALL BE PLACED AT THE BOTTOM OF EXCAVATION. 3. WHEN REBAR IS UTILIZED FOR TPE CONSTRUCTION OF PLANTERS AND FOOTERS ADJACENT TO TPE POOL (WITHIN 5 FT), T1415 REBAR SHALL BE BONDED USING 8 AWG BARE SOLID COPPER CONDUCTOR BY LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. 4. LOCATION OF COPPER BONDING CONDUCTOR, BONDING JUMPERS, AND CONNECTIONS SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE EXACT LOCATION. BONDING CONDUCTOR SPALL CONFORM TO TPE SHAPE OF TPE POOL WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 90° RADIUS SHALL BE PERMITTED. 5. RESISTANCE OF TPE GROUND SYSTEM SPALL NOT EXCEED 25 ODMS. 6. IF REQUIRED, ALL GROUND RODS SPALL BE 5/8" COPPER GLAD STEEL, 8' LONG 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 L15TED MEANS PER NEC 250.8 TO TPE BONIDiNG CONDUCTOR. 7. 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 W4LL5, AND ZERO -LOT LINES. IN T-IESE GASES, TPE BONDING CONDUCTOR SWALL BE INSTALLED IN ACCORDANCE WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING JURISDICTION (AHJ). TIE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE BONDING WITH THE AHJ IN THE DETERMINATION OF I7y4YPICALAPPLICATIONOFTHENEC. BOND JUMPER \ NOTE 9 TYPICAL LADDER, HANDRAIL, DIVING BOARD, ETC, PUMP MOTOR TRANSFORMER JUNCTION BOX IF USED) S. COPPER BONDING CONDUCTOR SPALL BE BONDED TO THE POOL AND SPA REBAR AS SPOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A #8 AWG BARE SOLID GOPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SPELLS, BONDING AT 4 POINTS SPALL NOT BE REQUIRED. 9. COPPER BONDING CONDUCTOR SPALL BE BONDED TO TPE EQUIPMENT GROUND OF TPE POOL PUMP MOTOR AND OTPER ELECTRICAL COMPONENTS AS REQUIRED BY NEC 680.26 (VERIFY LOCATIONS) USING 08 AWG BARE SOLID COPPER WIRE. 10. COPPER BONDING CONDUCTOR SPALL BE BONDED TO ALL METALLIC, COMPONENTS OF TPE POOL AND SPA AND TPE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL PANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN TPE 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 TPF POOL (SPA) AND 12 FT VERTICALLY ABOVE THE MAXIMUM WATER LEVEL OF TPE POOL USING #8 AWG BARE COPPER WIRE. Il. ALL POOL AND SPA LIGHTING NICHES SPALL BE BONDED TO POOL AND SPA REBAR PER NEC 680.7PE COPPER BONDING CONDUCTOR SHALL BE BONDED TO TPE REBAR AT BOTH TPE POOL AND TPE SPA, PER NOTE 8, ABOVE, WPICP SPALL, IN TURN, PROVIDE BONDING OF THE LUMINAIRE NICPES. 12. ELECTRICAL CONTRACTOR SPALL GALL FOR TWE INSPECTION OF THE BONDING OF THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF TPE5E AREAS. NOTE 1 NOTES 2 AND 3 N " ISP NOTE I OR NOTE 3 BOND JUMPER MINIMUM 5/8" DIAMETER \ FROM POOL REBAR OR NOTE 8 COPPER GROUND ROD BONDING CONDUCTOR TYPICAL DRIVEN UNTIL MAXIMUM 1 RESISTANCE VALUE OF 25 ODMS 15 REAGHED NOTE I IF USED) BOND JUMPER NOTE 10 TYPICAL TYPICAL BONDING TYPES SWIMMING POOL LT FIXTURE NOTES I, 4, NOTE II NOT TO SCALE TYPICAL 5 AND 8 NOTES: 1. SPLICES (WELDED OR MECPANICAL) SPALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 1 TYPICAL POOL BONDING PLAN NOT TO SCALE POOL LIGHT NIG(-IE METAL CONDUITS OR PIPING 5YSTEM_ BONDING LEGEND o BOND CONNECTION, PER NEC 250.8 o PARALLEL TAP CONNECTION, PER NEC 250.8 UNDERGROUND BONDING CONDUCTOR, 08 AWG (MINIMUM) CONTROL PANEL(5) / POOL / REINFORCING I 7 l i t STEEL u c;lc;lc;) Fi I 1 -2 ]o_i ji ji, T NI HEATER CASE -- _ `Ei"'fAI +•'°+/ L! I 1' TYPICAL POOL BONDING SCPEMATIG NOT TO SCALE SCHEMATIC NOTES: r i I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES, r t METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT, i 9j 8_„_'}{ AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORDANCE WITH NEC 680.26. OR, AS i s O GU s . rACCEPTEDBYTHEAUTNORIT7HAVINGJURISDICTION (AHJ). 4 ,3 a45w`, PARKER MYNCP ` e r PARKER MYNOPENBERG 4 ASSOC. INC PROFESSIONAL ENGINEERS LANDSCAPE ARGPITECTS 1-729 RIDGEWOOD AVENUE POLLY PILL FLORIDA 32118 386) 6-7-7-6891 FAX (386) 6-T7-2114 TYPICAL RE5IDENTAL SW/POOL DE51GN FOR ALL 5EA5ON5 POOL5 4 5ERVICE 185 EAST AIRPORT BLVD. SANFORD, FLORIDA 401-811-2020 THI5 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/li. IF THE FLORIDA BUILDING CODE IS ALTERED OR MODIFIED BEFORE THAT DATE, T415 DRAWING MAY BE RENDERED VOID. SHEET 3 OF 5 4" DECK 03 FAR AT 17" ON CENTER T LONG TURN DOWN FOOTER DETAIL 1-p3 BAR r—BRICK PAVER / CONTINUOUS POOL DECK m CD 1-'3 BAR VERTICALLY ! 36" ON CENTER 4 MIN I-03 BAR B=I/2" X ACONTINUOUSI - 9 PAVER DECK TURNDOWN DETAIL 4 FT RETAINING WALL RETAINING WALL 3000 P51 PUMP MIX CONCRETE PNEUMATICALLY APPLIED. 2) $43 REBAR CONT MOTERATE SLOPE FOOTING TYPE 2 r 6 /* 14 BAR AT 12" ON CENTER I ' k ry 1-,04 BAR AT 12" ON CENTER GENTEF 2 FT RETAINING WALL RETAINING WALL 3000 PSI PUMP MIX CONCRETE PNEUMATICALLY APPLIED. I 24 5 FT RETAINING WALL RETAINING WALL 3000 P51 PUMP MIX CONCRETE PNEUMATIGALLY APPLIED. 3) 03 REBAR CONT. I FT IN 6 ---- OR STEEPER / STEEP SLOPE FOOTING TYPE 2 5LAB-FOOTING DETAIL5 2500 MIN. GUNITE MAY BE SUBSITIUTED FOR 3000 P51 CONCRETE USE 6X6 10/10 WWM OR FIBER MESH CURE FOR ONE WEEK BEFORE INSTALLING ANCHORS. CONCRETE PAVER DECK I 12" 3000 PSI CONCRETE W/ 2-03 REBARS RIBBON FOOTING W/ 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 1 TO I AREA. EX!5TING 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 5HORING. THE POOL SHELL WALL SHALL BE — CONSTRUCTED AT 6" THICKNESS. s 3 REBARS AT G" ON CENTER BOTH WAYS IN AREAS THAT EXTEND INTO THE ANGLE OF REPOSE STRINGER MAY BE DRIVEN INTO GROUND MIN. 9" OR OTHERWISE 5UPPORTED TO PREVENT FROM KICKING OUT AT BASE. 5NORING DETAIL IN LOCATIONS WHERE EXISTING FOUNDATION 15 THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS AT THE TIME OF EXCAVATION SNORING MAY BE REQUIRED. CONCRETE PAVER DECK 12" 3000 P51 CONCRETE W/ 2-03 REBARS RIBBON FOOTING W/ PAVER DECK 51DE WALL5 J CENTER / CONCRETE PAVER DECK /I I NOT ±.;3P:ILr7klil`€-',qUT S 55c;'jPlal 12" y -k 3000 P51 CONCRETE W/ 2-03 REBARS RIBBON FOOTING W/ PAVER DECK - I 10 FRONT WALLS EC x:806 P .7Nc-VENBERC,'P,E`-i2'h45 6„ 3'-6" MIN. DISTANCE LESS 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 7APCON5 TO EXISTING CONCRETE LANAI OR EXISTING STRUCTURE OR ITS FOUNDATION. EX!571NO STRUCTURE USE 1/2" PLYWOOD SHEETING OR EQUIVALENT BUILDING MATERIAL TO RESTRAIN SIDE OF EXCAVATION BACKFILL 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 15 NO SUBSTITUTE FOR RAPIDLY BACKFILLING EXCAVATION TO PREVENT UNDERMINING OF ADJACENT STRUCTURE. PARKER MYNCWENBERG 4 A550C., INC. PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1129 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 3211"7 386) 61Z-6891 FAX (386) 61-T-2114 TYPICAL RE5IDENTAL SW/POOL DE51ON FOR ALL SEASONS POOL5 4 5ERVICE 185 EAST AIRPORT BLVD. 5ANFORD, FLORIDA 401-811-2020 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 12/51/17. IF THE FLORIDA BUILDING CODE 15 ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 4 OF 5 MUD SET 03 BAR AT 12" ON CENTER 05 BAR CONTINIOUS 91 ALUMINIUM SCREEN UPRIGHT 04 BAR I. 30° 1 5 BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX GONGRETE BRICK PAVER POOL DECK 36" TURNDOWN WALL 3000 PSI PUMP MIX CONCRETE 6 FT RETAINING WALL RETAINING WALL 3000 PSI PUI"IP MIX CONCRETE PNEUMATICALLY APPLIED. INTER ji—I 12" DECK DRAIN PAVER DE FINISHED GRADE SPA p p 24" POOL SHELL SMALL 7F REBAR SMALL RETAINING WALL WALL 3000 PSI PUMP MIX CONCRETE I - ALUMINIUM SCREEN UPRIGHT 4 BAR GONTINIOUS Q FI PARKER 16" 4 BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX CONCRETE PARKER MYNCHENBEi2G 4 A5500. INC PROFESSIONAL ENGINEER5 LANDSCAPE ARCHITECTS 1"729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118 386) 677-6891 FAX (386) 677-2114 TYPICAL RESIDENTAL 5W/POOL fiii•• s. N il- ALL SEASONS POOLS 4 SERVICE f li ,+ '7.1%•: r pz 1. :- °: pp ,, C- o.. ,,, i 7 \ • 1 401-8-71-2020 rjCe te lY FILE GOPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE QF 05 BAR AT 40" ON CENTER WITH CELL FILLED WITH CONCRETE IY Q J DEGK DRAIN STANDARD YARD L, ul 4" POOL DEGK ELEVATION I. 30° 1 5 BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX GONGRETE BRICK PAVER POOL DECK 36" TURNDOWN WALL 3000 PSI PUMP MIX CONCRETE 6 FT RETAINING WALL RETAINING WALL 3000 PSI PUI"IP MIX CONCRETE PNEUMATICALLY APPLIED. INTER ji—I 12" DECK DRAIN PAVER DE FINISHED GRADE SPA p p 24" POOL SHELL SMALL 7F REBAR SMALL RETAINING WALL WALL 3000 PSI PUMP MIX CONCRETE I - ALUMINIUM SCREEN UPRIGHT 4 BAR GONTINIOUS Q FI PARKER 16" 4 BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX CONCRETE PARKER MYNCHENBEi2G 4 A5500. INC PROFESSIONAL ENGINEER5 LANDSCAPE ARCHITECTS 1"729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118 386) 677-6891 FAX (386) 677-2114 TYPICAL RESIDENTAL 5W/POOL fiii•• s. DESIGN FOR il- ALL SEASONS POOLS 4 SERVICE f li ,+ '7.1%•: r 185 EAST AIRPORT BLVD. SANFORD, FLORIDA 1. :- °: pp ,, C- o.. ,,, i 7 \ • 1 401-8-71-2020 rjCe te THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER FILE GOPY . 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, THI5 DRAWING r MAY BE RENDERED VOID. IY SHEET 5 OF 5 Instar Batt6ry-....._...:,•- ..........::.. 3 Auto atteiy checi ........... 4 Mount On Wooden Fence ............................... 5 Mount onmetal irate .........:,.:..,......,..,,.,...,. b Mount On'iNali And Glass Doors ................: 7 r J!ates . 8 9 UnderA I Conclrtxons: 10 Ii 11 i 2 Congratulation on purchasing this YARDGUARD safety alarm. The Y,A; tfA: can be used to monitor potential dangerous areas, and provides a high volume alannlalert when. children enter these areas. It can be used indoors or outdoors, mounted on a wooded fez ce or Brietal gags, It can be mounted on-:any-Opo+ays or open n s that lead to parent ally dangerous areas. 1.1 The alarm s`itezris veryloud:. 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 enougl, to be out of reach ofchildren:; This VARDGUARD .is an entry monitor device. Whether expressed or implied, it cannot replace any safety device. All safety precautions should be rnaintainedincludin parental supervision. Neither S artl'ool Inc, nor anyone else ho:has leen involved to ti excreation reproduction or delivery .shall be lral>le foranygdirc ct, indirect; consequential or incidental da .cage -wisMg out of the arse or liabilitytoasethe YAf . J,A . 3 Mount On Wooden,Fence Install the mounting bracket onto fence post using lhthetwobiggerscrews-S.lidee alarm a,it onto this Flaunt On Wall A: , - Glass Doors Install the mounting bracket using ,vo pieces double sided; foam #ape :;' _ - will Teel click ?NI unit zs propexly,r st Ap}ilyJbe doilble sensors, one the the t the other on. the. door the wire }anto£sth space such asdt o a Additional FA SES' Switch s This YARDGUARD is de, loud belep, otherwise replace with a hew- battery The twit W '11 give a loud siren if g#fe- 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 secoln-'ds without Crtriggering aham. Howeverif the gate-orldoor is opened f6r. over 7 seconds, the alarm will triglaer. To reset the alarm, first close to,ippnitor the the door and then press the fined PASS/RESET button. Theairadult f chidhasalarm is now bank to. standbynpmode. To, exit the protected area, press the PASS/RESET button and exit the area within 30 seconds. Aulo-anat* ic 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 utili:ted, this adult entry allowance will be canceled in 30 seconds, and reset to stand by mode automatically - 9 0 I Siren can be tu'rixed OFF manually as describe on previous section -,or t1le un't Ny'll iIi -eset in 4 mmutes autornaticall,V if, '- tl)'e,gate is closed. tutu Continous M" Ilito-l-ino0, 1110 lfaiarn-i is triggered and reset by itself in 4 min rtes, the unit will clieck the condition of fnaanet, comact sensor to decide if the door remains open or not. If th.e door is left open. the ahirrn sound's, agaiji for 4 itit1tites, CIXtile door conditiona-ain and continue the the ucle until the door is cloaed. Im FM VS FloPro Dandy® Pro Series variable -speed pumps comply with Appliance Efficiency Standards e.g., CA -Title 20 and ANSI®/APSP-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. 180° 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'/ APSP-15) and qualifies for power rebates, where offered Part No. Description HP List Price VS Flo'Pro Variable -SpeedV8-FHP1.0 w/ JEPup1. 0HF ;496.79P-RConrollerk,t"230VAC 2013-2014 Zodiac Pool Systems, Inc. Product Catalog L' [BBMRI10U W Technical Information Specifications and Dimensions for VS FloPro!' 1.0 HP Variable Speed Pump Model No. HP Voltage Watts Recommended Pipe SCarton Weight Overall Lengthize VS -FHP 1.0 1,0 230 VAC 1,600W 1'h-2'/2" 46 lbs. 25.25" When installing ,the pump, leave a minimum of 2 ft. of clearance above the pump for removal of strainer basket. m cage or union to Center of Boit Holes Bolt Holes, Center to Center k1u 90 80 LL O 1. 70 WW Lv 60 D W 50 x 40 Q Z 30 r p Q 20 t- 0 10 0 VS FloPro (VS) Pump Curves 40 35 30 U 25 z W Lrd 20 Z) Ci u1 15 Wa - to 10 z D O 5 n- 0 0 10 20 30 40 50 80 70 80 90 100 110 120 130 140 150 180 170 180 100 200 FLOW RATE, GALLONS PER MINUTE, (GPM) 2013-2014 Zodiac Pool Systems, Inc. Product Catalog ZODI3 Zodiac Pool Systems, Inc. All rights reservedlnty rd 1073 D D \n , U N02013Zodiac is a registeredlSyst trademark or Zodiace ervedat1013 (/ tea\ j ' fin Jl To view full catalog go to Products page S.A.S'U.. used under license. Trademarks referenced herein at wvvw.ZodiacP00l5ySteMS.00n1 are theproperty of their respective owners. Hayward' Super No Base Pump,O Pentair SuperFlo,O Sta-Rite4/ 73%4 123/4" SuperMaxe' Small Base Hayward Super ll;" Jandym Pro Series 87i8 137/8" PlusHP, Jandy Pro Series Max HP Small Base Pentair WhisperFio° 91/8" 141/8„ w/ Spacers Sta-Rite Dyna-Glas" Small Base + Sta-Rite Max -E -Pro° Large Base Sta-Rite Dura-Glas° 103/4 153%4" Sta-Rite Dura-Glas II, Sta-Rite Max-E-Glas49 VS FloPro (VS) Pump Curves 40 35 30 U 25 z W Lrd 20 Z) Ci u1 15 Wa - to 10 z D O 5 n- 0 0 10 20 30 40 50 80 70 80 90 100 110 120 130 140 150 180 170 180 100 200 FLOW RATE, GALLONS PER MINUTE, (GPM) 2013-2014 Zodiac Pool Systems, Inc. Product Catalog ZODI3 Zodiac Pool Systems, Inc. All rights reservedlnty rd 1073 D D \n , U N02013Zodiac is a registeredlSyst trademark or Zodiace ervedat1013 (/ tea\ j ' fin Jl To view full catalog go to Products page S.A.S'U.. used under license. Trademarks referenced herein at wvvw.ZodiacP00l5ySteMS.00n1 are theproperty of their respective owners. anJ-77> 71 n... .i, , r r CS100 CS Cartridge Filter 100 Sq. Ft. CS150 CS Cartridge Filter 1,50_Sq Ft. CS200 CS Cartridge Filter 200 Sq. Ft. CS250 CS Cartntlge:Fllter 250,.Sq,Ft CS Filter Head Loss Curves 8 6 Design Head Loss ft head) 4 2 01 ! 0 30 CS150 CS200 CS250 CS100 60 90 Flow Rate (gpm) www.ZodiacPoolSystems.com 3 Design Pressure 2 Drop Psi) 1 LU 0 120 Technical Specifications CS Series Filters CO 2011 Zodiac Pool Systems, Inc. SA6259 0611 ZODIAC'S is a registered trademark of Zodiac International, S.A.S.U., used under license. 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/." 323/." 1 421/2" 42'/2" 2011 Zodiac Pool Systems, Inc. SA6259 0611 ZODIAC'S is a registered trademark of Zodiac International, S.A.S.U., used under license. Clear OF36G-CLR Tan OF360-09 White OF360-0i Light Gray OF36"3 OF360-046 Dark Gray OF36"S Perfect for commercial, and residential use Includes drain cover and flat head Phillips screws 1APM0 RESEARCH AND v WC, 00i East Philadelphia Street, Ontario, Califamia 91761-2816 • (909) 472-4100 Fax (909) 472-4244 • wvyw.iapmo arg M IAPMO Research and Testing, Inc. is a product certification body which tests and inspects samples taken from the supplier'sstockor from the market or a combination of both to verify compliance to the requirements of applicable codes and standards. This: activity Is coupled with periodic surveillance of the supplier's factory and warehouses as well as the assessment of the supplier's Quality Assurance System. This listing is subject to the conditions set forth in the characteristics below and is not to be construed as any recommendation, assurance or guarantee by IAPMO Research and Testing, Inc. of the product acceptance by Authorities Having Jurisdiction. The most updated information on this Certificate of Listing is available online at pld.iapmo.org Effective Date: January 2016 -Rev. 5/3/2016- Void After: January 2017 Product: Suction Fittings Issued To: Color Match Pool Fittings Inc. 26204 N 56th. Drive Phoenix, AZ 85083 File No. SP -4077 Identification: Fittings shall be permanently marked as follows in a manner so as to be visible after installation in the following sequence (1) The statement "For Single or Multiple Drain Use Only", "For Single Drain Use", or. "For Multiple Drain Use only"; (2) Maximum flow rate; (3) Type of fitting; (4) Life of the fitting in years; (5) Installation position; (6) Manufacturers name or registered trademark; (7) Model designation, and the USPCO certification mark. Characteristics: The assembly is comprised of safety cover (brass, stainless steel, or plastic) drain ring and security screws. The cover must require the use of a tool to remove it. May or may not be self -draining. For use in swimming pools, spas, whirlpool bath tubs and hot tubs. To be installed in accordance with the manufacturer's instructions and the latest edition of the USPCO. Products listed on this certificate have been tested by an IAPMO R&T recognized laboratory. This recognition has been granted based upon the laboratory's compliance to the applicable requirements of ISO/IEC 17025. a Ati 41mt Ohalmlan, Pfodw A C:BTUi wWn Oo (flee 6_114= CEO, '' he 9APMO Gmmp This listing period is based upon the last date of the month indicated on the Effective Date and Void After Date shown above. Any change in material manufacturing process, marking or design without having first obtained the approval of the Product Certification Committee, or any evidence of non-compliance with applicable codes and standards or of inferior workmanship, may be deemed sufficient cause for revocation of this listing. Production of or reference to this form for advertising purposes may be made only by specific written permission of IAPMO Research and Testing, Inc. Any alteration of this certificate could be grounds for revocation of the listing. n k, ti f !' k 3 a. } , , i t [ r Page 2 Rev. 5/3/2016 - Product: Suction Fittings Issued To: Color Latch Pool Fittings Inc. Products are in compliance with the following code(s): Uniform Swimming Pool, Spa and Hot Tub Code (USPCO) International Swimming Pool & Spa Code (ISPSCO) Products are in compliance with the following standard(s): ANSI/APSP-16 2011 NSF/ANSI 50-2009a Void After: January 2017 File No. SP -4077 Product: Issued To MODELS: Page 3 Rev. 5/3/2016 - Suction Fittings Color Match Pool Fittings Inc. Void After: January 2017 File No_ SP -4077 Note: ANSI/APSP-16 2011 is the successor standard to ASME A112.19.8-2007 and its addenda ASME A112.19.8a 2008 and ASME A112.19.8b-2009. Anti -Vortex Pool Drain Cover Model No. Description 8-AV-XXXA 8" Drain Cover with Mounting Ring and riser ring Floor: 148 gpm, Wall: 100 gpm) 10-AV-XXXA 10" Drain Cover with Mounting Ring and riser ring Floor: 184 gpm, Wall: 144 gpm) 8-PTD-XXXA 8" Pebble Top Drain Cover with riser ring Floor: 144 gpm, Wall: 100 gpm) 10-PTD-XXXA 10" Pebble Top Drain Cover with Mounting Ring and riser ring Floor: 180 gpm, Wall: 144 gpm 8-AV-XXXA 8" Drain Cover with Mounting Ring and riser ring Floor: 112 gpm, Wall: 76 gpm with 2" pipe) 10-AV-XXXA 10" Drain Cover with Mounting Ring and riser ring Floor: 152 gpm, Wall: 152 gpm with 2" pipe) 8-PTD-XXXA 8" Pebble Top Drain Cover with riser ring Floor: 112 gpm, Wall: 76 gpm with 2" pipe) „ 10-PTD-XXXA 10" Pebble Top Drain Cover with Mounting Ring and riser ring Floor: 156 gpm, Wall: 148 gpm with 2" pipe AAM -PTD -XX AVSC Channel Pebble Top Drain Cover Single 3" suction: 200 gpm, Dual 3" suction: 208 gpm) Retro8-XXX 8" Drain cover with universal adaptor plate model UAP8 ( Floor: 156 GPM / Wall: 88 GPM with 2" and 2-1-" pipe) HF 8 -XXX 8" Drain cover ( Floor: 160 GPM / Wall: 68 GPM with 2" pipe, Floor: 195 GPM Wall: 76 GPM with 2-1-" pipe Retrol0-XXX 10" Drain cover with universal adaptor plate model UAP10 ( Floor: 188 GPM / Wall: 144 GPM with 2" pipe, Floor:204 GPM / Wall: 124 GPM with 2-11" pipe, Floor: 228 GPM / Wall: 200 GPM with 3" pipe) HF 10 -XXX 10" Drain Cover ( Floor: 256 GPM / Wall: 120 GPM with 2" pipe, Floor: 280 GPM / Wa11:160 GPM with 2-1,2" pipe, Floor: 272 GPM/ Wall: 200 GPM with 3" pipe) Model No. Description Open Flow -360 -XX 20 "pebble top drain cover floor mount 324 gpm with 3" pipe Super Flow -360 -XX 20 "pebble top drain cover floor mount 384 gpm with 3" pipe XX= color F. CARAGAN Swimming Pool Enet9y Efficleincy ComPliarice InfOlirmatiOn NOTE., These Requirements Apply ONLY to the Filtration Pump ANSI/;EPSP/10C-15 2011 Flow Calculations P4601 WStSr Vqjuni 9,401 y 36o =, 36 gpm - this Is the calculated flow rate rate or 36 gpm whichaver is greater the filtration flow rateNte: for uhdpr 13'W0 gats. the calculated flowpdbls - I there ori uxfflary bad on the filtration pump? Yessit' No If so, What is the calculated auxiliary flow rate 60 gpm FlOW'Rate (l6Wspeed) 34 gpm@ 600 rpm. size @ 6 fps 2.0 In. Mirilmum Suction side branch pipe size @ 6 fps 9 () in. Minirgum Suction Side Pipe - b, n h pip'- 5ree g 8 fP5 2.0 in. minimufn return side pipe size@ 8`,ps 2.0 in. VeUAW9lWStM Carlij* (0375) D E (ZG) Sand (15) Fitter Factors (OPW F Rer Sim: 60 375 = 160 CS 250 Pump Controls Filtration pump has no auxiliary load - standard time clock 2ND TIMER Filtration pump with au)u1jary load -Control model for low speed default within 24 hr. Heater Model AQUA CAL T 135 Gas Heater efficiency rating (No Pilot Light) Heat, Putrip ef4ciency C.G.P. 6.0 TDH: ANSI 5 & ANSI 7 Compliance Work Sheet Deiemiiie10 t (attce C'om pool %a pump in feel: 2. FdMIoGs;tjqsu*n*)h 3 trich Ike Per I It @ .181 = .07 (hCIP *se kwft'§-'n lass cbad) 3. FUM lass (in catin *e) In 2.5 inti *e per 1 it. @ 146 gpm= .13 (tw *e k#Vdm loss drat) Det&T1,WS77dfWTDH I- 4. 10 K .07 = .7 6x0oract" 0Rdhm41ttaFr") IV" $at 110) 5. 10 x _.' 13= i azpi-1jX0o(R*MF4Aj Potwar TDH int O)T. 2.0 4.5 Fite( I Heater loss in TDH A o[herlowses Toth *aim Pa ffn 1 6.5 Determine Pipe Sim: Brcimh Piping to be 3 kWh to keep Velocity @ 6 fps max- at 1.136 1 WM System FW Rate. Trunk, Skimmer SuctionFift b be indito keep vetocify @_N fps mai. at 99M System Flow Me- ftn Piping to be inch to kaep Wooly @ fps max. at 146 9prrt System Flow Rate. pump Selection as Listed on Curve r c (,circle one) on pump VS FHP 1.0 HP Main Iain Cover Delenrim the Nur&eracid Type of RMW ln-f toor Suction Outlets. r-- ctie& all Wap*. 2M90" Outis @leC63,.T X I FLOOR S 3'suctonouliets @ F_ i dormal drain Maximum Flow Rate 120 gpM OPEN FLOW 360 324 9pn, max. ,flow F771 Wn max. flow gpmW WE Flow and FrZc6m Low Per FW Sdiedde 40 PVC I'Ve fta Stm .5to 1 2 104K T 169pa &it I Mwe man 28 an LVL ix Ropal aw I wpw 0.1r 12gat ur am I VXW V.V to 2117I 25` as &V 19 to WSW myIL 012A or Wffm IL1W an US V Ur TV 0M TDH 9!!9W OPIOM For ea M pump SinvIffied T1l d DrB* Head (STDH) S W WA4 e9 -FA In aI blanks. E:::] Ttifai trismic Read fit1H) CwV* Pmrw Orotliercgm. FA in req*ed Nanks oo X WGMTM TM. a 1 i 111111111111111111111 Ifflul 11111 IN 111 GF%Y) N T t{rii_iiY , SEP1: N01 -E COUNTY Or CIRCUIT COURT ;_. COHPTROL.LER 7 77 (L F. CLERK'S 2017026 7-39 NOTICE OF COMMENCEMENT f;i:::Cl'iL'DIH(, FEES FS 713.13iI1:.i,t)RDED By hcle'- THIS DOCUMENT MUST BE COMPLETED WHEN CONSTRUCTION VALUE EXCEEDS $2500.00 This Instrument Prepared by: ALL SEASONS POOLS INC 185 E AIRPORT BLVD SANFORD FL 32773 mL. Corr (` Dkl- _ \ 0PERMIT #: TAX FOLIOM. ' OGV STATE:. . CITY OF: SANFORD The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with chapter 713, florida statutes, the following Information Is provided in this notice of commencement. . 1. Legal Description of property: and street address If -available) l (L 1 V-L i p (J j /J } V]'7a11I 2. Generaldescriptionof improVeme" ntj ): r CONSTRUCT SWIMMING POOL 3. Owner informatior}, Name u S Address: C'_ , Phone: `,tiS Fax: a. Interest in property: FEE SIMPLE b. Name and address of fee simple titleholder.(if other than owner) Phone: a. contractor:/ Ci'a— S'y 2c'1so"sName: ALLSEASONS POOLS Address:, 185 E AIRPORT BLV SANFORD FL 32773 D ; f U t I b. Phone number: (407) 871-2020 Fax: (407) 321-5404 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 served as provided by Section 713.13 (1) (a) 7, Florida Statutes: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713/13 (1) (b), Florida Statutes: ( Name, Address, Phone number and fax number) 0. Expiration "date,of notice of commencement (the expiration date 1* 1 year from the date of rucgrding unless a different date is specified) t—t 61 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 7.13, PART 'I,: SECTION 713.13, FLORIDA STATUTES, ANU CAN RESULT IN YOUR PAYING TWICE, FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Verification pursuant to Section 92.525, Florida. Statues. Under Penalties of perjury, I declare that I.hape road the forgoing and that facts in it are true to the best of my knowledge and belief. r -S cirileic'4,0, Si ure of Owner)Note per Section 713'`13)1)g:.Florida StatutesSlgnatum4101 .6 or Oi4nufsAutlwri:! Dir¢ctorl;Partnorf Manap¢c . State of Florida, County of The f regoin instrument was acknowledged beforo o this day of Who is personally known to me or who has pr duced rT Driver License as identification and did take an oath did not take an oath. Notary. Signature seal) t,ruru, r "4tr'a, MEGAN ELIZABETH REIS 4s Notary Public - State of Florida Commission i7 FF 977536 My Comm. Expires Mar 31, 2020 Megan Elizabeth Reis