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115 W 9 St - BR17-002773 - POOL
CITY OF SANFORD i BUILDING & FIRE PREVENTION t PERMIT APPLICATION Application No: ' 1 2-713 Documented Construction Value: $ , S'OD ®© p Job Address: Historic District: Yes 0 No Parcel ID: Residential 0 Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: ez - 4 Title: C- C' _ p S Phone: LIO ^] „2 3 y lax: L107 3,13 — )3a-?Email: Property Owner Information Name /1 o, a A Phone: Street: SJ 1/I/ 7/-AS f " Resident of property? • ,S /yI .P City, State Zip: Contractor Information Name MIX;-0— Phone: Leo —3 Q-3•- 9-22- 3 Street: oa q y o (, Ec L (u.. Fax: o 2 .3 3- l 3 e 3. City, State Zip: /— LLS ±Z S1 0. 3 3 %A State License No.: o 19 I y0 Architect/Engineer Information Name: S Kilo L'na; a g ri ; S t/(S,:/EA C, Phone: L%EU % — a J Street: Q q .3 A-(,, S Vie• J 7 Fax: City, St, Zip: c— E-mail: &l1 17 L©L Q n Ct ` n e Q r''nO' 4'l Z-1- , C O /', Bonding Company: Address: Mortgage Lender: i3O h'r_ 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: 5" 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 ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agent Date r,4,.IC s C arnc int nt' Name Signature of otary-State of Florida Date R1JT11MAN RIVERA,. 10N # FF069127 Faew' Owner gent is Personally Known to Me or Produced ID _/ Type of IDD'2 (-kG 71 I Signature of Contractor/Agent t ate 1 • A v 4 PSint Contras/Agent's Name t' i -L 7 Date i. RUTIIMAN RIVLRA MY COMMISSION # FF069127 iEXPIRES: November 07, 2017 1MnMI p1M 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 5F to • Z' 17 Revised: June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: ( _? — Z 7 7-3 Documented Construction Value: $ (( ' oO Job Address: _(L R'R Sc 2J Historic District: Yes 2-No Parcel ID: l . , • 14 6 - / /nq. (:OS A Residential 2—Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: )I r'Yl VYl i rr1Ct 'p I Plan Review Contact Person- n rl,crl t' i) Title: Phone: 40 •,3a Fax: Email: Property Owner Information Name e'n d T 2Y1 el, Phone: Street: I ] S 1A) q4h Sh-e,4 Resident of property? : L4-xfS City, State Zip: ,A , IT 4a l Contractor Information Name 'IJiD K i ] eG'L(-0.1 Als , TnC Street: 1915 cy_ "Rx xi II R Ur . City, State Zip: ,L ,., I T (. Name: Street: City, St, Zip: Bonding Company: Address: Fax: State License No.: r-_c V-3001 ? 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 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: 51' 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 ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. R Signature tf O er/Agent Date Print Owner/Agent's Name Signat e,of tart' -State of Florida Date tNOTARY my R. Couch PUBLIC TATE OF FLORIDA orrmn# GG047380 xpires 1 1 2020Owner/Agersona ly nown to Me or Produced ID Type of ID 1 Signature of Contractor/Agent ii Date Print Contractor/Agent's Name 4Sgn.tu of N tart' -State of Florida Date Amy R. Couch NOTARY PUBLIC STATE OF FLORIDA Co__mmf# GG047380 Contractor/Agent is toto Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: R'-A• 17 UTILITIES: ENGINEERING: COMMENTS:`s Cl FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application 917/2017 SCPA Parcel View. 25-19-30-5AG-1104-003A IProperty Record Card dJoMeon'CFA Parcel: 25-19-30-5AG-1104-003AiPP Owner: CRAMER KENT C & FRANCES C tiaarxrcncavry rcrw Pi ! rope, Ly Address. 115 W 9TH ST SANFORD, FL 32771 Parcel Information Value Summary I! Parcel 25-19-30-5AG-1104-003A Owner j CRAMER KENT C & FRANCES C Property Address ' 115W9THSTijSANFORD, FL 32771 ! v __ Mailing ( 115 W 9TH ST SANFORD, FL 32771 j Subdivision Name j SANFORD TOWN OF T-aax-Di—str-ic-t- S1-SANFORD j O Use Code ; 0102-SINGLE FAMILY- SANFORD HISTORICAL DISTRICT Exemptions I00-HOMESTEAD(2012) tx; 1P I r Seminole County GIs _ Legal Description LOT 3 BLK 11 TR 4 (LESS S 7 FT & E 7 FT) & E 12.4 FT OF LOT 4 BLK 11 TR 4 (LESS S 7FT) TOWN OF SANFORD PB 1 PG 59 Taxes 2017 Working 2016 Certified Values 1 Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 170,540 164,055 Depreciated EXFT Value 1,038 1,050 Land Value (Market) 22,097 17,547 Land Value Ag Just/MarketValue" 193,675 182,652 PortabilityAdj Save Our Homes Adj 42,111 34,205 Amendment 1 Adj P&G Adj 0 0 Assessed Value 151,564 148,447 Tax Amount without SOH: $2,604.27 2016 Tax Bill Amount $1,918.59 Tax Estimator Save Our Homes Savings: $685.68 TRIM Notice Helo Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value CountyGeneral Fund 151,564 100,000 51,564 Schools 151,564 25,000 126,564 City Sanford 151,564 50,000 101,564 I SJWM(SaintJohns Water Management) 151,564 50,000 101,564 County Bonds 151,564 50,000 101,564 I Description Date 1Book Page Amount Qualified Vac/Imp WARRANTY DEED 9/1/2011 07645 1181 $170,000 Yes Improved WARRANTYDEED 11/1/2000 03960 1779 $45,000 No Improved find Comparable Sales3 Land Building Information 1 Is Bed/Bath count incorrect? Click Here. I „ I . .. Year Built_-- http://parceldetail.scpafl.org/ParcelDetaiIInfo.aspx?PID=2519305AG1104003A 1/2 Method Frontage Depth Units Units Price Land Value i FRONT FOOT &DEPTH 67.00 110.00 0 340 00 ' $22,097 THIS INSTRUNINT PR ED \: Name: .. \` . Address: 2-14GRANT NALOYr SENINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER EK 8991 Ps 1738 (1F'ss) CLERK'S Y 2017094504 NOTICE OFCOMMENCEMENTRECORDED09/20/2017 AM RECORDING FEES State of Florida RECORDED BY jeckenro County of Seminole j II u Permit Number: Parcel ID Number: Z a C ~ L _ t (° ` ^ be 3 A 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. DE CRIPTI N OF PROPERTY: Legal description of the property and street address if available) o S Wo I' A e 'S cu, =C off GENERAL DESCRIPTION OF 1 PROVEMENT: ^ / OWNER I FORMATION: Name: Address: T Fee Simple Title Holder (if other than owner) Name: <, /Tv. — 6. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates Of To receive a copy of the Lienor's Notice as Provided in Section 713. 13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. 0/tom 2- c e-5 C c-z Owner's Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of com encement and no one else may be permitted to sign in his or her stead." y..ju ; kiai, W State of vD A- County of 504't' /µ3 O L'C 6 The foregoing instrument was acknowledged before me this , 2— day day ofL=PT' 20 -' ` u by C. tiS C - A YZ Who is personally known to me J 0 Name of person making statement <';.' k :: E2 C. > .` ORwho has produced identification 0 type ofidentification produced, L- L U= U Z"a RjUTF1MANkk 691Xf j 201T Notary Signature w w CJ U Q Vi OCi ti d cl- IQ 0— LU V) I SEP 19 2017 1877 rn APPLICATION # wFOR A CERTIFICATE OF APPROPRIATEN Answer all the questions on this form and submit all required attachments. Incomplete applications wilrh*l t be reviewed. If you have questions about application requirements contact the Historic Preservation- Offie'er at 407.688.6145 to ensure your application is complete. General Information rmDowntownCommercialHistoricDistrict[] Residential Historic District Is this a retroactive request? Yes[] NoLm Is this application filed in response to a Notice of Violation from the Code Enforcement Department? Yell Noll Proposed improvements will affect the following elevations: North South East West Property Address: 1 t ttl'o s 7% 2 5 ! -.h d L'/ Property Owner Information Print Name: Mailing Addr Phone: 1-107- 979 -6 mail: ignature: Applicant/Agent Information r / j Print Name: fn k e- F-cc h-e, r-T % - /-:e Pooli Mailing Address: :) Z/y©6 4-G %id, i,S ;'j , %3.1c Phone: gD'7-J.) 3-y Email: Fwf `1 a1/ j yli.,(Q0 , Qp, .Signature: BY SIGNING BELOW YOU ACKNOWLEDGE THAT A BUILDING PERMIT MAY BE REQUIRED FOR THE SCOPE OF WORK LISTED BELOW. YOU MUST CONTACT THE BUILDING DEPARTMENT TO DETERMINE IF A BUILDING PERMIT IS REQUIRED. FAILURE TO OBTAIN A BUILDING PERMIT WILL RESULT IN A STOP WORK ORDER, DOUBLE PERMIT FEES, AND POTENTIAL FINES. BY SIGNING BELOW, YOU ALSO ACKNOWLEDGE THAT THE INFORMATION CONTAINED IN THIS APPLICATION IS TRUE AND ACCURATE TO THE BEST OF YOUR KNOWLEDGE. Signature: Date: Would you like to receive emails regarding Historic Preservation and Community Planning within your community? Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if necessary. o--) 1 n- n i D h /PovL. HISTORIC PRESERVATION BOARD • 300 S. Park Avenue • Sanford, Florida 32771 •407.688.5145 • www.sanfordfl.gov/HP APPLICATION # FOR A CERTIFICATE OF APPOPRIATENESS Supplemental Information - Please use the space below to provide additional details regarding proposed work. Description of proposed work (continued from previous page): ONLY WORK SPECIFICALLY INDICATED ABOVE IS PERMITTED. ANY CHANGES TO THE BUILDING NOT LISTED ABOVE ARE NOT PERMITTED AND REQUIRE AN ADDITIONAL CERTIFICATE OF APPROPRIATENESS. Site Details Please use the space below to illustrate site details. HISTORIC PRESERVATION BOARD • 300 S. Park Avenue • Sanford, Florida 32771 •407.688.5145 • www.sanfordfl.gov/HP BP006U01 CITY OF SANFORD 9/26/17 Edit Narrative 10:45:03 Application number, type . . . 17 00002773 SWIMMING POOL APPLICATION Property address . . . . . . . 115 W 9TH ST Type information, press Enter. Approved for in -ground pool, to be screened behind privacy fence. Per Mike Cash, area to be graded so it drains to right of way. More... F3=Exit FS=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults LIMITED POWER OF ATTORNEY I hereby name and appoint f r i I Y of Atlantic Blue P Gls to be my lawful attorney in fact to act for me and apply to the for an electrical permit for work to be performed at a location cribed as: Parcel # C'Z5 . -1 I ny • ons Section Township 19 RangeQ Lot Block Subdivision N' T/ n 1 1-S 1 A G h i e,4 q%2rrf'i1,.r1 W Owner of Property and Address) And to sign my name and do all things necessary to this appointment. Brian Keith Miller EC-13001686 Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number OD71- Signature of license holder The foregoing instrument was acknowledged before me this 15th day of May, 2017 by Brian Miller who is personally known to me and who did not take oath. State of Florida County of Volj* a Notary Public, State of Florida o1MY Pue, WANDA FOSTER n W MMICOSSION # GG 06 M N, o EXPIRES: February 15, 2021 91-10F Flop` Bonded Thru Budget Notary Ser*ft RECORD COPY. SCREEN ENCLOSURE: BRONZE / WHITE LEVELCOND[TiON 0n AUTHOR! ZFD SIG NiTU°E. ONCE PERMIT APPLIED FOR 250.00 MINIMUM CHANGE FEE REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER o•2-12 DATE A PERMIT ISSUED SHA LICENSE TO PROCEED 1 AUTHORITY TO VIOLA ASIDE ANY OF THE PRC CODES, NOR SHALL ISSI THE BUILDING OFFI REQUIRING A CORREC CONSTRUCTION OR ING SANEOp,'D . OFPAR.` BE CONSTRUED TO BE A H THE WORK AND NOT AS CANCEL, ALTER OR SET IONS OF THE TECHNICAL JCE OF A PERMIT PREVENT L FROM THEREAFTER N OF ERRORS IN PLANS, LATIONS OF THIS CODE O 133 A- l a° 74e a e i a r t CHILD PROOF FENCE OR ALARMS REQUIRED BY LAW DECK SQ. FT.: -?,go POOL SQ. FT.: 41 r P(k - f l r s yFrte- 1. POOL 5FiAPE („ (-4 j- A 2. SPA, Ao RAISED 3. SIZE A X 9 X DEPTHS TO 4M° 4. =TILE STEP TILE C, C 5. ACRYLIC DECKING PAVERS r 6. WATER FEATURES /'1 Cl 7. CAPACITY GALLONS 8. FILTER TYPE ,' P_ . SQ. FT. [ CiC 9. RAILS .,,.. LADDER GRAB 10. UNDERWHT `,/,or VOLTS ; !' LED°;; 11. JUNCTION BOX 12,_POOL HEATER TYPE 13. HEAT PUMP :Q 14. POP -UPS: 1S. AUTO CONTROLS 6 SALT GENERATOR 16, SKIMMER ' 17. INLET FITTINGS__ 18. MAIN DRAIN 19. HYDRO JETS -- r ;I j^ "'1a' # OF'JETS - - 20. CHLORINATOR/ 21. TIMER 22, BLUE QUARTZ PEBBLE 23. TEST KIT 24. BRUSH & POLE. 2S. UNDERWATER VAC/ 26. HOSE FOR VAC 27. POOL SWEEP (PO RIS) 0. 4), { 28. CHILD FENCEJ/j. 29. FENCE 30. SCREEN 31. HAUL DIRT 32. TRASH HAUL 33. OTHER LENGTH GENERAL NOTES 6" WATER COPING 1. For pool plan, size, deck, and special details, see Contractor's Pool Plan. WATER LINE TILES 2. Pool Walls shall be 5" thick and Floors shall be 6" thick and shall be pneumatically; POOL LINE n EB 5„ DRAIN COVER/GRATE applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete t1`` STEPS X MUST CONFORM TO Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318. CIO POOL THE LATEST EDITION 3. All Pool design, construction and workmanship shall be in conformity with the 00 W LIGHT OF ANSI/ASME requirements of Florida Building Code, 5th Edition, 2014 (FBC) Accessibility; FBC J 112,1g.g Building; FBC Residential, and; ANSI/NSPI-3, ANSI/APSP/ICC-4, POOL STEPS: ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP-7; ANSI/APSP-15 and the RISERS: 12" MAX. DUAL SUCTION OUTLET AND APPROVED GRATE Adopted National Electric Code 2011 (NEC) and Chapter 42 and Chapter 45 of the TREAD: 10" MIN. (240 SQ. IN. MIN.) WITH 3'-0" OF SEPARATION CENTER LINE TO 5th Edition of the FBC, Residential. CENTER LINE OR APPROVED CHANNEL DRAIN 4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless POOL SECTION SET INTO CENTER OF STEEL GRID AT THE otherwise noted. 5. Al Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be #3 LONGITUDINAL) POOLS DEEPEST POINT bars at 12" on center in each direction, w/ 15" lap joints in walls and floors up CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT to 6'. Where the pool depth is over Eft (measured vertically down from the TOPPING ON COMPACTED GROUND W/ ALL Waterline), use #3 bars at 6" on center in each direction in the areas that exceed ORGANIC MATERIAL REMOVED. 4" NOM. THK. W/ F6ftindepth. FIBER MESH OR 5" NOM. THK. W/ #3 REBARS. If Concrete is cast against Bare Earth without a Separation Barrier, the minimum 1-#3 BAR CONT. IN 5" THK WALL. 4'-0" JUNCTION BOX cover shall be 3". With a Barrier (Steeltex) between Concrete and Earth, the (USE 2-#3 BARS CONT. IN 8"x8" (BY OTHERS) minimum cover shall be %". BOND BEAMS) 6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be WATER TO TRANSFORMER bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper LINE . (BY OTHERS) Wire to be run internally and externally with the NEC approved PVC Light Conduit z o zcoformtheLightNichetotheJunctionBox. Completion of the pool grounding to the ~ Electrical Panel Ground to be by Electrician. 7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not separated by a permanent barrier, if within 5'-0" Horizontally from Water and MARBLE t U.L. APPROVED 120 VAC/300W POOL 12'-0" Vertically of Maximum Water Level. PLASTER LIGHT W/ GFI OR 12V/40OW MAX. POOL 8. Equipotential Bonding to be accomplished in accordance with Article 680 of the FINISH LIGHT W/ LOW WATER CUT-OFF IN U.L. Adopted National Electrical Code 2011 (NEC). APPROVED GREY PLASTIC FORMING SHELL 9. Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to OR APPROVED EQUAL W/ #8 AWG BOND provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in WIRE PER N.E.C. excavation shall be removed in its entirety and the area shall be backfilled with STEELTEX ( OPTIONAL) acceptable material and properly compacted. Where unsuitable Material cannot be 3 BARS @ 12" O.C. EACH WAY removed, the pool must be redesigned. POOL STRUCTURAL DETAILS10. The Contractor must protect Existing Structures from failure by acceptable methods DISTANCE LESS if required. The Engineer accepts no responsibility for the safety of Existing VARIES 18 THAN 1 ON 1 + 1 Structures. COPING 11. The Design Engineer assumes no responsibility for pool construction in Easements or SEE SEAT IRequiredSetbackareasPoolContractorand/or Owner shall verify the la out and PLAN WATCD 11 all dimesions shown prior to construction. y v WATERLINE N 12. Contractor shall determine the location of all Utilities in relation to the Pool and its 00 Equipment and ensure minimum clearances in accordance with Local Regulations 5 THERAPY and Ordinances. LINES 13. Contractor shall provide adequate Temporary Fencing around the construction area 00 4 14. to prevent unauthorized entry into the Pool Area. If a water supply is provided, a minimum 3" Atmospheric Break will be provided. RETURN LINES 15. All Structural, Filtration and Electrical details outlined in these drawings also relate GUNTTE to Spa Construction. #3 BARS ® REBOUND 16. All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for 12" O.C.E.W. 2) 8"0 ANTI -VORTEX easy access to allow the Heater to be Shut Off without adjusting the Thermostat DRAINS SEPARATED BY 3' settings and to allow restarting without relighting the Pilot Light. 17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTURAL DETAILSbeeliminated. The Owner must consult a Contractor experienced in eliminating Uplift Pressure. 1 MAIN DRAIN LINE 2 SKIMMER LINEE3WASTELINE D 3 4 RETURN LINE 5 PRESSURE CLEANINGCLINE (OPTIONAL) A HAIR & LINT STRAINER 5 B B RECIRCULATION PUMP 4 C FILTER A D IN-UNE CHLORINATOR OPTIONAL) 2 E 1 HEATER (OPTIONAL) RL TER SYSTEM SPILLWAY PER CONTRACTORS POOL kin PLAN 3 BARS ® 6" O.C. EACH WAY 6" WALL - THICKNESS MARBLE — PLASTER FINISH TYPICAL WALL AND FLOOR WITHIN 6x6 GLASS -BLOCK ANGLE OF REPOSEMOUNTEDIN2,500 psi CEMENT (IF SPECIFIED) WATERLINE TILES INTERIOR POOL FINISH 3 REBAR @ 12" O.C.E.W. RAISED SPA DETAIL 00 y WATER LINE M 14" MIN. N 18" MAX. UNDISTURBED SOI LS NO VOIDS) SWIM -OUT DRAT' - DECK OVER POUR OR L i BRICK COPING 2-#3 BARS LINECONT. IN I}.I'I TILES ° 8"X8" BOND BEAM MIN. 1Y" COVER OVER ALL BARS SEE NOTE #5) AL TERNA TE BEAM FINISH DETAIL NEW OR CTURE 1-#3 BAR CONT. IN THICK BQN BEAM CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6" ON CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL SHALL BE CONSTRUCTED TO 6" THICKNE THE STEEL MAT AND THICKER SHELL WALL SHALL EXTEND ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN THE MINIMUM REQUIRED AS DETERMINED BY THE 1 ON 1 + 1 METHOD. PLAN EXPIRES 1 YEAR FROM THE SIGNATURE DATE OR THE EFFECTIVE DATE OF A MAJOR FLORIDA BUILDING CODE CHANGE WHICHEVER IS SOONER SEPT, 0121017 Skilo Engineering Services, Inc. Larry B. Schnaper, P.E. FL PE NO. 32046 2431 Aloma Ave., Ste. 124 Winter Park, FL 32792 407) 275-1099 LADDERS ARE TO BE CROSS BRACED PER ESCUTCHEON MANUFACTURERS SPECS PLATE S.S. LADDER - _ N POOL DECK LEVEL EXPANSION SLIP RESISTANT JOINTS AS WEDGE REQUIREDTREADSURFACEANCHOR7ASADDITIONALCONCRETE REQUIRED FOR 3" MIN. TO 6" MAX STURDY INSTALLATION BETWEEN TREAD AND POOL WALL 8 BARE, SOLID, COPPER RUBBER 5" BUMPER CONDUCTOR TO SHELL REINFORCING TYPICAL LADDER DETAIL f #8 AWG COPPER WIRE TIME TO SERVICE CLOCK SPST TOGGLES I p _ SWITCH y yy DISC. 4'-0" JUNCTION V12VPOOLBOXTRANS. DECK Y ALL ELECTRICAL WORK SHALL CONFORM WITH 3 #12 IN Y2" ART. 680 OF THELATESTADAPTEDNEC. CONDUIT 12V/40OW MAX. POOL LIGHT W/ LOW WATER CUT-OFF OR 120 V.A.C. W/ GFI PER NEC, ELECTRICAL DIAGRAM Atlantic Blue Pools & Spas, LLC. 24406 Calusa Blvd'. Eustis, FL 3273,6 407) 323-4223 CPC056944 Swimming Pool Specification For: KENT & FRAN CRAMER 115 W. 9TH ST SANFORD FL 32771 Scale: None Rev 10 — 06/30/15 T TURNDOWN NOTES COMPACTED 1. Detail is based on NO surcharge behind the Turndown and the Ground away from SUBGRADE the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied into Footer if Appropriate, with #3 Rebar. POOL DECK 2. Turndown shall bear on Rock, Clean Sand or Structurally Sound Soils (>1,500 PSF) N. that shall be compacted to provide Optimum Bearing Capacity and prevent Settling 1—#5 BAR CONTINUOUS — or Shifting. 3. All Reinforcing Steel is to Conform to ASTM 615, Grade 40. 4"0 CONCRETE PILASTER 4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of AT 5'-0" ON CENTER WITH 2,500 PSI. 1—#3 BAR VERTICALLY 5. All Construction to Conform to Florida Building Code, 5th Edition, 2014, FBC Building and FBC Residential. 6. Refer to Contractor's Plan on file with the Building Department for Details on Turndown Location. 7. If the Base of the Turndown does not extend into the Old (Existing) Ground, a 4"0 Pilaster will be required every 5'-0" that will be either 2'-0" into the Ground or to 6" into the Indigenous Material, Whichever is Deeper. The Pilaster will have a 3 Rebar tied into the #5 Rebar in the base of the Vertical Pour. 8. A Deck Turndown is NOT intended to be a substatute for a Retaining Wall. If the Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground reaches 36" for a 6" Tumdown, 42" for a 12" Turndown, 48" for a 18" turndown, 54" for a 24" Turndown, for more than 20% of the Turndown Length or the Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' Vertically, a Turndown should not be used. 9. For a Paver Deck, if the Vertical Dimension from the Top of the Deck to the Old Existing) Ground reaches 24" for a 6" Turndown, 30" for a 12" Turndown, 36" for a 18" Turndown, 42" for a 24" Turndown, for more than 20% of the Turndown Length or the Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' Vertically, a Turndown shall not be used. 10. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must coordinate Design and Construction of the Turndown Requirements with the Screen Contractor to Ensure it meets their Requirements. FOOTER NOTES 1. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must Coordinate Design and Construction of any required Footer with the Screen Contractor. 2. Footer shall bear on Rock, Sand or Structurally Sound Soils (>1,500 PSF) that shall be compacted to provide Optimum Bearing Capacity and prevent Settling or Shifting. 3. Concrete shall have a 28 Day Compressive Strength of 2,500 PSI with Fiber Mesh or 6x6-10x10 W.W. Mesh. 4. (3) #3 Rebars is Equivalent to (1) #5 Rebar. 5. A Footer may be installed with a Brick Paver Pool Deck if required by the Jurisdiction or at the Option of the Contractor and may be placed over the Top of the Footer or Abutting the Side of the Footer. BRICK PAVER PROPOSED POOL DECK FINISHED GRADE ; 1=1 11=111= "'LI —I 11 1 1-11 - CONCRETE PAVERS ON CONCRETE DECK CONCRETE DECK MAY BE CONSTRUCTED WITH A FOOTER OR WITHOUT A FOOTER 1—#3 BAR CONTINUOUS r-145 BAR VERTICALLY AT 36" ON CENTER o PROPOSED FINISHED GRADE (COMPACTED) 4 MIN. 1 EXISTING N, GRADE 10 CONCRETE DECK TURNDOWN PROPOSED CONCRETE FINISHED POOL DECK GRADE , NO FOOTER COMPACTED PAVER BRICK PAVER BASE MATERIAL POOL DECK D COMPACTED SUBGRADE 'C 1-#5 BAR CONTINOUS D 8 4"0 CONCRETE PILASTER AT 5'-0" ON CENTER WITH l 1—#3 BAR VERTICALLY II 143 BAR CONTINUOUS 1—#5 BAR VERTICALLY AT 36" ON CENTER A = 6" to 24" a B = - x A (4.5" to 18") PROPOSED FINISHED GRADE (COMPACTED) o, 4 MIN. 1 R EXISTING N ;GRADE NI I— PA VER DECK TURNDOWN PROPOSED CONCRETE FINISHED POOL DECK III( GRADE cal I-1Ti— - g" I 1-#5 BAR CONTINUOUS 8" x 8" FOOTER CONCRETE CONCRETE FINISHED FINISHED PROPOSED POOL DECK PROPOSED POOL DECK GRADE " GRADE 12" 2—#5 BARS D• 2—#5 BARS CONTINUOUS CONTINUOUS 8" x 12" FOOTE BRICK PAVER PROPOSED POOL DECK FINISHED GRADE I-- N 2-#5 BARS 12" CONTINUOUS 12" x 12" FOOTER W/ PAVER DECK OPTIONAL EDGE RESTRAINT BRICK PAVER PROPOSED POOL DECK FINISHED GRADE IT l l- COMPACTEDCOMPACTED SUBGRADE PAVER BASE PAVER DECK WITHOUT FOOTER OPTIONAL: CONCRETE OR PLASTIC EDGE RESTRAINT MAY BE ADDED TO THE DECK PERIMETER AS NEEDED TO SECURE PAVERS PROPOSED FINISHED GRADE 12 R 12" x 12" FOOTER BRICK PAVER PROPOSED POOL DECK FINISHED GRADE 00 B. I 1-#5 BAR y{ CONTINUOUS 8" x 8" FOOTER WZ PAVER DECK BRICK PAVER POOL DECK D 2—#5 BARSiL CONTINUOUS 8" x 12" FOOTER W/ PAVER DECK SEPT 01 2017 Date ilo Engineering Services, Inc. Larry B. Schnaper, P.E. FL PE f 32046 2431 Alomo Ave. Ste 124 Winter Park, FL 32792 Office: (407) 275-1099 BRICK PAVER POOL DECK SEE PAVER DECK TURNDOWN DETAIL FOR INFORMATION NOT SHOWN PAVER SECURED TO TOP OF TURNDOWN BY PAVER INDUSTRY STANDARDS ALTERNATE PAVER ON TURNDOWN DRAINAGE SWALE--\ T A = 6" to 24" B = Y4 x A (4.5" to 18") m 1-#3 BAR CONTINUOUS 1-#5 BAR VERTICALLY AT 36" ON CENTER 1-#5 BAR CONTINUOUS BRICK PAVER POOL DECK COMPACTED PAVER s BASE MATERIAL R" COMPACTED SUBGRADE ALTERNATE PAVER LOCATION Atlantic Blue Pools & Spas, LLC. 24406 Calusa, Blvd.. Eustis, FL 32736 407) 323-4223 CPC056844 Swimming Pool Specification For: KENT & FRAN CRAMER 115 W. 9TH ST SANFORD FL 32771 Scale: None Rev 11 — 06/16/17 T 60 40 IL r 30 x r F- M N 20 01 0 C=YCrn r n I In 'C, Max -Flo VS Performance Comparison r 3000 RPM 1000 RPM 2400 RPM 1500 RPM. 10 20 30 40 50 60 . 70 Flow (GPM) 80 80 100 110 Swimming Pool Energy Efficiency Compliance Information Note: These Requirements apply ONLY to the Filtration Pump ANSI I ASPC / ICC45 2011 Flow Calculations: Pool water volume 1360 = _ 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 Note: Is there an Auxiliary load on the filtration pump? TYaA J-No SANFORD If so, what is the calculated auxilliary flow rate gpm o i 'OA RT Flow rate (low speed) gpm @ NH -rpm t Minimum suction side pipe size @ 6 fps a in. Minimum suction side branch pipe size @ 6 fps in. Minimum return side pipe size @ 8 fps in. Minimum return side branch pipe size @ 8 fps r--;' in. Determine Filter Size: Finer Factors (GPM/SF): ,, Cartridge (0.375) o D E (2.0) D Sand (15) Filter Size: - _ FO a jFOerFea> (Fliter she) Fliter Makeandf ) Pump Controls: Filtration pump has no auxiliary load- standard time dock Filtration pump with auxiliary load -Control model for low speed default within 24 hrs Heater Model: N I Make,MMW and size) Gas Heater Efficiency Rating (No Pilot Light) Heater Pump Efficiency C.O.P ANSI 5 & ANSI 7 Compliance Work Sheet Determine Simplified TDH: Distance from pool to pump in feet•. 2. Friction loss on suction pipe) in / Inch pipe per 1 it. @ 3. Friction loss On return pipe) in inch pipe per 1 ft. @ Determine Simpfifled TDH (CONTINUED):. 4. C x ' _ amp Of Soa. PIP) (R ofheadM O Ape) MM Sud. Ape 5. x - lb _ 13 Lao of Return Ape) (R of headh H of Ape) (TDH ReWm Pipe) i 'I gpm = - 09 (from pipe fkxw/friction loss chart) gpm = - /tom (fi m pipe flowlhicion toss chart) 5 TDH in Piping: Filter / Heater loss in TDHsa ! rlefGt Ail other losses ' Total Dynamic Head (TDH) /3 - S Determine Pipe Sizes: Branch Piping to be inch to keep velocity (@ Trunk, Skimmer & inch to keep velocity @SuctionPipingtobeoZ Return Piping to be l 1 inch to keep velocity @ Rump Selection: as Listed on Curve A ol(:)(circle one) fA )q Filtration Pump Z 6 fps max. at I C) gpm System Flow Rate. fps max, at 1 D 1 gpm System Flow Rate. fps max at j gpm System Flow Rate. Determine the Number and Type of Required In -Floor Suction Outlets: Maximum Flow Rate Main Drain Cover Check all that apply. kit d 0 3,-0" (E)2 JW6,004,8E Isuclionoutlets@ Q @ (s] 3 Fsuction outlets @ channel drain @ Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge) 0 1 2 4 1 6 1 8 10 1 12 14 1 16 1.18 0 0.0 2.3 4.5 8 9.0 11.3 1&6 15.8 1&1 2a3 1 23 4.6 6.8 11 11A 1&6 15.9 18.! 20.4 227 2 4.6 89 9.1 11A 13.7 15.9 182 20A 22.7 25.0 3 6.9 9.2 11.5 13.7 1&0 182 2o.5 22.8 2&0 27.3 4 92 tt5 138 16.0 1&3 20.5 22-8 25.1 27.3 29.6 5 11.5 1&8 18.1 18.3 20.6 22.8 2&1 27.4 29.8 31.9 6 13.9 1&1 18.4 20.6 229 252 Z7.4 29.7 31.9 342 7 162 1&4 20.7 23.0 252 27.5 29.7 320 34.3 X5 8 1" 20.7 23.0 25.3 27.5 29.8 320 34.3 38.6 3&8 9 20.8 23.1 253 27.6 29.8 321 34.3 36.6 3&9 41.1 10 23.1 25.4 27.6 29.9 321 34A 36.7 38.9 41.2 434 11 25.4 27.7 29.9 322 34.5 3&7 39.0 41.2 43.5 4&8 12 27.7 Sag 32.2 34.5 36.8 NO 41.3 4&5 45.8 4&1 13 3ao 32.3 34.6 36.8 Al 41.3 43.6 4&9 4&1 50A 14 32.3 34.8 36.9 39.1 41A 4&6 45.9 48.2 5a4 527 CO 15 34.6 36.9 39.2 41.4 43.7 45a 482 50.5 52.7 56.0 CD 16 37.0 392 41.5 43.7 46.0 48.3 50.5 528 5&0 57.3 17 39.3 41.5 43.8 4&1 4&3 5a6 52.8 5&1 57.4 59.6 18 41.6 4&8 48.1 48.4 50.6 529 55.1 57.4 59.7 61.9 a 19 43.9 46.2 48A 517R672.2 552 57.4 59.7 62.0 642 20 462 4&5 5a7 53.0 57.5 59.8 62-0 64.3 6&5 a- 21 48.5 50.8 53A 55.3 59.8 fi21 64.3 6&6 68.9 22 50.8 53.1 55.3 57.6 62.1 64.4 68.6 6&9 713- 23 53.1 55.4 57.7 59.9 64A 66.7 69.0 712 73.5 24 55A 57.7 6H 622 6&7 69.0 71.3 73.5 7&8 25 57.8 MO 623 64.5 69.1 713 73.6 75.8 78.1 26 60.1 62.3 64.6 6&8 69.1 71A 73.6 7" 7&1 80A 27 62.4 64.6 66.9 892 71A 73.7 75.9 762 8a5 82.7 28 64.7 66.9 69.2 71.5 73.7 76.0 782 Bay B28 85.0 29 67.0 693 71A 7&8 76.0 78.3 80.5 B28 8&1 873 30 69.3 71.6 73.8 76.1 7&3 80.6 829 85f 87A 89.6 31 71.6 7&9 76.1 78.4 8a7 82.9 852 87.4 89.7 92.0 32 7&9 762 78.4 80.7 83.0 852 87.5 9.7 920 94.3 33 762 78.5 Sal B3.0 85.3 8T.5 89.8 92.0 94.3 86.6 34 7&5 SU 83.1 85.3 87.6 89.8 921 94A 9&8 9&9 35 809 83,1 854 87.8 89.9 922 94A 96.7 98.9 1012 NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. gpm Luz-v It-) (48 jE Mace and ) f gpm max. flow gpm max. flow gpm w/ ports Flow and Friction Loss Per Foot Schedule 40 PVC Pipe VWWty - Feel Per Second Pipe Size 8 8 10 1. 16 gpm 0.14' 21 gpm 023' 26 gpm 0 S tS 37 gpm OX So pm a14' 62gpm a21' 7 62 gpm 0.08' 82 gpm 0.19 103gpm 0AW 2.5' 88 qPM OX 117 gLn 0.09, 146gpin af3' 3' 138 gpm 181 gpm OAT 227gpm Qto' 4' 234 qpm 0.03' 319 0.05 392 9PM ON 8• 534 qpm s02 112 gpm 1 0.0 TDH Calculation Options or ea pump w Check one. Simplified Total Dynamic Head (STDH) Complete STDH Worksheet - Fill in all blanks. Total Dynamic Head (TDH) Complete Program or other talcs. Fill in required blanks on worksheet & attach calculations. Maximum Flow Capacity of -the -new -or replacement pump. - Scale: None Date &k 30_ % Property Address Lot 3 Subdivision I hereby acknowledge that failure to equip a new residential swimming pool with at least one of the following pool safety features as required in Section 515.27, Florida Statutes, shall constitute a misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083. The pool must be isolated from access to the home by an enclosure that meets the pool barrier requirements of s. 515.29; The pool must be equipped with an approved safety pool cover; All doors and windows providing direct access from the home to the pool must be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; or All doors providing direct access from the home to the pool must be equipped with a self -closing, self - latching device with a release mechanism placed no lower than 54 inches above the floor. Company Name: T n i , rL- / kLe. Pok Address: 2 41V,6 cr L (, s j3 1 r/ %. License No: Signature of Contractor Printed Name of Contractor F("'f,-S ) E/ 3 :3 (-' Phone No. YQ -- 2a-- yea _ lJ\ING 7 SAN oRO 1 7— 2/ 75 11 FPAR I hereby acknowledge that the above referenced contractor has furnished me a document containing the requirements of Chapter 515, Florida Statutes, and a copy of the publication produced by the department under s. 515.31 that provides information on drowning prevention and the responsibilities of pool ownership. d!`Hate: Signature of Owner 4rinted Name of Owner June 2014 BOUNDARY SURVEY LEGAL DESCRIPTION: LOT 3, BLOCK 11, 77ER 4 (LESS SOUTH 7 FEET AND EAST 7 FEET); ALSO THE EAST 12.4 FEET OF LOT 4, BLOCK 11, 77ER 4 (LESS SOU7H 7 FEET), ACCORDING TO E.R. TRAFFORDS MAP OF THE CITY OF SANFORD, FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK !, PAGE(S) 56-64, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. I W 97H STREET I I I i I I I I I Q I I N S g I I Jti. ;_p.. .,' •i,' r .' 6S/W:..p tl`. Q ,.. ss 5 Vt7.00'lD 49. 60' (D) \(i• 772. 40' (D) 55. 00' (D) p O d0 0.9 2.4 {,p II4aQN 6 5. 4 'F 22 2 Wb00 I PORCH 0. 9 qq t r 1 15.0 24. 2 t ( s I A/C i4. 0 IN TWO STORY ALES o o W,F.S S E, O # 115 e 1 REMAINDER 2.2 of ^ a 0C I I o LOT 4 W LOT 2 O K W M 14.2 Of Q WOOD, WOOD ECSES 4.0 6.5 8.8 6.5 P 20. f 2. 8 3OpQOO f QE. 12. 4 8 1 OF I LOT 4 I LESS 9.10. 6 5. 7, 7 ZO 3 1 CONC. WOODai- I J m 55, 00' D 10.5 SET 12.40' ( D) i L9173T1 oN90'00'00"W 67.40' (D) "? B.Ti. NOD 7 I.R. 11 WOOD; 6 ( P) 55. 00' (P) 7. DO'(P) I 1 D r1 I p LOT814' ALLEY RIGHT-OF-WAY LINE CENTERLINE BARB MIRE FENCE Nt700 FENCE CHA! *LINKNCE PLAS7I AMERICAN TITLE FENCE A/C - AIR CCN01770NER LR. -IRON R00 P.O.C. -POINT OF COMMENCEMENT A - CENTRAL ANGLE I.R.C. - IRONROD & CAP P.O.L. - POINT ON LINE COMPANY OF BLK - BLOCK L - ARC LENGTH P.R.C. - POINT OF REVERSE CURVE C.B. - CHORD BEARINGLB. - LAND SURVEITNC BUSINESS P.R.M. - PERMANENT REFERENCE C.B.S.- CONCRETE BLOCK STRUCTURE L.S.- LAND SURVEYOR MONUMENT CENTRAL FLORIDA C. M. - CONCRETE MONUMENTM - MEASURED P. I, - POINT OF TANGENT CONC. - CONCRETE N - NORTH R - RADIUS D - DEED NAD - NAIL AND DISK R/W - RIGHT OF WAY D.E. - DRAINAGE EASEMENT P - PLAT S/W - SIDEWALK - E - EAST P. C. - POINT OF CURVATURE S - SOUTH F.F.E. - FINISHED FLOORELEVATION P.C.C. - POINT OF COMPOUND CURVATURE U.E. - UTILITY EASEMENT FND - FOUND P. C.P. - PERMANENT CONTROL POINT -WEST ID. - IDEN77FTCA710N P. L. -PROPERTY LINEW.F. WOOD FRAMESTRUCTUREI.P. - IRON PIPEP.O.B. - POINT OF Bf01NNfNG p T 1/2- I.R.C. PSM LB17371 DRAW BY. CHECKED BY.- NON#; MP BRETT BEARINGS SHOWN HEREON ARE BASED UPON 1) ur4e Is based on the legal escription as provided by THE CEA17ERLINE OF W. 97H STREET BEING ient CERTIFIED ro: S90' 00'00' E ASSUMED 2) urw has not abstracted th land shown hereon far ents, rights of way or restrict! s of record which may KENT C. CRAMER & FRANCES C. CRAMER the life or use of the land INTEGRITY HOME LOAN OF CENTRAL FLORIDA J) t rec struct property lines from AMERICAN TITLE COMPANY OF CENTRAL FLORIDA 4) oting overhan en loco d except as shownLong Surveying, Inc. 5)pro n utilities haw been I toted except osCOMMONWEALTH LAND TITLE INSURANCECOMPANY6) y Is of valid without the slgna re and the originalCOMMUNITY NO: ",Specialising inResiden(ial Sruveyrng" seal of Rorldo licensed Surveyor d Mapper 120289 LB No. 7371 PANEL: SUFFIX .• 171R. M. DATE.' I e ify that this survey, wo made under my 0070 F 09/ 28/07 143 Villa DI Este Terrace #1 13 drrecuon and that n meets the minimum t chntcal standards FtooO ZONE: Lake Mar FL 32746 ser forrn by the Board of Prol! L d Surveyors and Mary, Mappers inChapter61G17-6, FloridaF7oldA inistrative Code, X Office 407-330-9717 or 407-330-9716 pursuant to Section 472.02) nor o Statutes. SURVEY NO. FIELD DATE Fax 407-330-9775 47396 09/18/12 WWW.LONGSURVEYING.COM M. Shoem .SM. No. 5144 r Dec 20 11 12:18p Pool Barrier 4076453393 p.1 POOL BARRIER"' INSMULATIOIN PROCESS When planning for the placement c is to ensure that small children are possible entrances to the swimrnin4 adult access for care and maintena requirements of the family it serve; the Pool Barrier T", the primary concern locked from unsupervised access to ail pool. Concern must also be given to e, ease of use, and the esthetic a F reestandhn,' in-gt; out" d sa'di ssrrsl.n g oz,,is When the swimming pool is positionedl to allow unobstructed access around its entire perimeter, the recommended fe ce placement is to surround the pool with the Pool Barrier''". Ideally, the fence s ould be positioned a minimum of 24 inches back from the waters edge. This placement allows space for an ad it to move along the water's edge and maintain the pool, or if necessary, ret ieve a person or object from the pool. It also allows enough room for a child to clim out of the swimming pool safely and move about the water's edge. IL Dec 20 11 12:18p Pool Barrier 4076453393 p,2 These are swimming pools that may b bordered on one or more sides by a natural or manmade barrier such as a rigid fen e, screen enclosure or a portion of the dwelling. Ic These cases will also require that the the waters edge, but it may not be nei pool. A portion of a wall or fences may so as to form a complete protective ba unsupervised access to the swimming doggie doors that may allow a child ac WAJti OiV S SlDES' POaL aooiz . FEKG E PL I .Barrier be placed 24 inches away from s r to completely surround the swimming used in conjunction with the Pool Barrier7m ar that effectively prevents a child's I . Be mindful of low windows or even s to the pool. WAX& Oil! Z SfOES P40L T Il 0 Not Recommended: A configurationj where the fence is placed far enough back from the pool that it allows chairs, tab es and chaise lounges to be placed inside the perfineter of the fence. Also, these ob ects should not be placed immediately beside the fence where a child could.use thet to assist in climbing over the fence. Dec 20 11 12:19p Pool Barrier 4076453393 p .3 Removable mesh fencing must be inst lled under tension in a rigid surface to provide proper security. Typically, the wimming pool is bordered by a concrete or stone patio into which the fence is inst lied . To accept the drilling process the rigid surface should be: A minimum of four (4) inch es hick and six inches wide. This provides enough surface area to accept thE drillin process without damage. The rigid surface should run ben ath the entire length of the fence. (Diagram lc) A safe installation in wood deck is possible using the patented Pool Barrier?'" Wood Deck Sleeves. r *n` r SAND r w . ., INS) O i'io Gu:rwaSSO, SANS 3E 0"E S) Ideally, the fence should be pictured below. Diagram 1c Iled in a concrete footer such as the one Dec 20 11 12:19p Pool Barrier 4076453393 p.4 It must be noted that any fence produ surface') must be anchored securer taken by the Installer to advise the cus can occur on these surfaces that maj child to pass under the fence. The fence should be checked p beneath the fence has remained that is placed on soil, sand or grass ("soft to the subsurface. Precautions should be mer that erosion or changes in topography enable a small animal or perhaps a small by the owner to insure that the ground Therefore it would be wise to have the customer sign the sales sheet acknowledging that they have been advised of this p tential hazard, much the same as we advise against putting furniture near the fence If the,,-Ifence is to be placed in a soft urface then a 16 inch hollow tube can be inserted.in the ground, and the fence posts may be inserted into the tubes. If this proves to be unstable over time, concrete may be added around the base of the tubes to provide added rigidity. The singular best method, albeit the lost expensive, would be to install a concrete footer the entire length of the fence ruu in the soft surface. Pool BarrierT" recommends that. you surfaces. carefully with installations on paver A determination must me made as to the sub -surface on which the pavers have been in Generally two situation exist, pavers over a soft subsurface such as soil or sand or installations over a rigi deck surface (ie an old deck). Pavers installed over a rigid subsurface: are accomplished in some cases by applying a shallow coating of sand and then plackig the interlocking pavers upon that surface. Installing this type of fence.into pavers that have been installed over a dirt or sand base is not generally reco mended without first lifting the pavers that are directly beneath the Fence li a and applying a base of concrete. Once the concrete has set, it will provide a F;rm, sturdy base to receive the fence sleeves. For situations where the pavers are installed over a concrete surface you may drill through the paver anc into the concrete below. You must ensure Dec 20 11 12:19p Pool Barrier 4076453393 p.5 that the sleeve is firmly einbedd d into the surface directly below the paver so leverage applied at the top of the fence will not cause the paver to loosen. Using concrete as in the exampi above would add an extra measure of security. Fig. le Pool Barrier - Patented Paver S4es (shown with & without the sleeve attached) Paver Stakes were developed f r situation where there is a firm surface other than concrete) beneath t e pavers. A hole is drilled through the paver surface and the paver stake is riven through the hole into the subsurface. Dec 20 11 12:20p Pool Barrier 4076453393 p.6 Pool Barrier has also developed a way safely. Pictured below is our patented pole.to be installed at several degrees install our fence on wood deck surfaces od deck sleeve with a collar that allows the center if necessary. Dec 20 11 12:20p Pool Barrier 4076453393 p.7 t COMMON HEAD LOSS PROBLEMS VACUUM (EXISTING PUMP} Data assumes 2" suction line (2'/" for Shp) 40' long. minimal fitting, 1-2" valve and full rated pump. (Excludes Northstar) hp pump 4.5 to 5.5 feet of water 1 hp pump 7 to 9 feet of water I 1/2hp pump 10 to 12.5 feet of water 2hp pump 13.5 to 16 feet of water 3hp pump 114.5 to 17 feet of water. Max Flow rates at 8 Feet Per Sec 1.5" Pipe 51 gpm 2" Pipe 84 gpm 2.5" Pipe 120 gpm 3" Pipe 184 gpm 4" Pipe 317 gpm FIL TERS All NSF approved filters may be calculated at 7 feet of head or refer to owners guides. inn orc FnI Fn? In/ 11)1 2 40 GPM 5.12 60 GPM 7.23 80 GPM 7.80 100 GPM 9.86 50 6.16 70 GPM 7.50 90 GPM 8.84 110 13A0 40 2.72 60 GPM 3.70 80 GPM 5,06 100 GPM 6.42 GPM 50 3.12 70 GPM 4.30 90 GPM 5.54 110 6.98 GPM GPM RACJVWA.CFI VAI.VFC Multiport 40 to 60 GPM 9.0 1.0 70 to 80 GPM NR 10.0 Push Pull 1 r'' 2"- 40 to 60 GPM 6.0 5.0 70 to 80 GPM NR 6.0 an/ta RITE C71.0RINE_ GF-NER.4TOR 40GPM 60GPM 80GPA4 IOOGPAI 40 l i. 4 ANIn AAAA/ ng AI/VC %n11 7") GPM Main Drain Skimmer 40 i PN: ISDUALSWG Rev: D HAYWARU-Pool Products Owners Manual A Hayward Industries, Inc. Company OWNER'S MANUAL INSTALLATION, OPERATION, & PARTS DUAL SUBMERGED SUCTION OUTLET SET Commonly called main drains] its o s: Basic safety precautions should always be followed, including the following: Failure to follow instructions can cause severe injury and/or death. AThis is the safety -alert symbol. When you see this symbol on your equipment or in this manual, look for one of the following signal words and be alert to the potential for personal injury. AWARNING warns about hazards that could cause serious personal injury, death or major property damage and if ignored presents a potential hazard. ACAUTION warns about hazards that will or can cause minor or moderate personal injury and/or property damage and if ignored presents a potential hazard. It can also make consumers aware of actions that are unpredictable and unsafe. The NOTICE label indicates special instructions that are important but not related to hazards. A - WARNING - Read and follow all instructions in this owner's manual and on the equipment. Failure to follow instructions can cause severe injury and/or death. IMPORTANT SAFETY INSTRUCTIONS USE ONLY HAYWARD GENUINE REPLACEMENT PARTS 12HAYWARDPooiProducts www.haywardpool.com A H.9yward Iftiamrre, Inc Comrwy Page 2 of 8 DUAL SUCTION OUTLET SET' ISDUALSWG REV D A WARNING - Suction Entrapment Hazard. Suction in suction outlets and/or suction outlet covers which are damaged, broken, cracked, missing, or unsecured can cause severe injury or death due to the following entrapment hazards: Hair Entrapment- Hair becomes knotted or snagged in an outlet cover. Limb Entrapment- A limb sucked or inserted into an opening of a circulation outlet with a broken or missing cover in the pool resulting in a mechanical bind or swelling Body Suction Entrapment- Suction applied to a large portion of the body or limbs resulting in anentrapment. Evisceration/ Disembowelment Entrapment- Suction applied directly to the intestines through an unprotected sump or suction outlet with a missing or broken cover. Mechanical Entrapment- Potential for jewelry, swimsuit, hair decorations, finger, toe or knuckle to be caught in an opening of an outlet or cover. To Reduce the risk of Entrapment Hazards: o A minimum of two functioning suction outlets per pump must be installed. Suction outlets in the same plane (i.e. floor or wall), must be installed a minimum of three feet (T) [.91 meter] apart, as measured from suction pipe center to suction pipe center. (See Diagram 1. If suction outlets are to be located closer then three feet (3') [.91 meter] apart, they shall be located in different planes (i.e., one on the bottom, and one on the vertical wall, or one on each of two separate vertical walls.) (See Diagram 2) o Dual suction fittings shall be placed in such locations and distances to avoid "dual blockage" by a user. o Dual suction fittings shall not be located on seating areas or on the backrest for such seating areas. o The maximum system flow rate shall not exceed the flow rating ofany listed (per ASME/ANSI A112.19.8M-1987, ASME A112.19.8-2007, APSP-7) suction outlet cover installed. o Keep suction outlet components clear of debris, such as leaves, dirt, hair, paper and other material. o Never use a Pool or Spa if any suction outlet component is damaged, broken, cracked, missing, or notsecurelyattached. o Prior to each use of the swimming pool and/or spa, observe and replace damaged, broken, cracked, missing, or not securely attached suction outlet components immediately. o Remove pressure test plugs and/or plugs used in winterization of the pool/spa from the suction outlets. o Two or more suction outlets per pump should be installed in accordance with latest APSP Standards and CPSC guidelines. Follow all National, State, and Local codes applicable. o Multiple layers ofprotection are available including installation of a vent pipe system, a gravity flow system, or a vacuum release system. o Suction outlet components have a finite life, the cover/grate should be inspected frequently and replaced at least every seven years or if found to be damaged, broken, cracked, missing, or not securely attached. o Do not exceed maximum flow rate stated on suction fitting. o Only replace a pump with one with a similar flow curve, avoid a pump with a higher horsepower rating. 12HAYWARDPooiProducts www.haywardpool.comANayaMIr4uames, Inc Company Page 3 of 8 DUAL SUCTION OUTLET SET ' ISDUALSWG REV D RECOMMENDED SYSTEM SPECIFICATIONS: ACCEPTABLE PIPE SIZE FOR MAXIMUM RECOMMENDED SYSTEM FLOW RATE PER APSP-7 6 FT/SEC IN THE BRANCH LINE) Pipe Size Flow rate Pipe Size Flow rate mm] GPM [mm] GPM [Liter/Min] Liter/Min] 1 V2" 40 2 V2" 90 501 [1501 [751 [3401 2" 63 3" 138 631 [2401 [901 [5221 Chart 1 0 0.5 1 1S s -2 E -2.5 W -3 3.5 a a.s 5 GPM Flow 15 25 35 45 55 65 75 85 95 105 115 194 COVER ONLY COVER IN 2" SUMP Flow vs Pressure Drop WGX1048E Suction Outlet Covers are rated for Floor Only at 125 GPM FIG 1 Note: 1" Hg = 1. 13 Ft of Head WG1048EW Suction Outlet Covers are rated for Wall or Floor at 72 GPM In the event of one suction outlet being blocked, the remaining suction outlets serving that system shall have a flow rating capable of the full flow of the pump(s) for the specific suction system. Example: In the System shown in Diagram 1, two (2) "Floor Only" suction outlet covers are selected and mounted. These covers are individually rated for 125 GPM. For a desired flow rate through the pump of 100 GPM, a minimum pipe size from the Chart 1 is selected at 3". At the desired flow of 100 GPM one cover could be partially blocked and the other suction outlet flow would be below the rated 125 GPM of the "Floor" mounted suction outlet cover. Since there are two outlets flowing in normal operation, and the allowable velocity in the interconnecting piping is only 3ft/sec, the same pipe size is required in the interconnecting piping. Example: In the System shown in Diagram 2, one (1) "Floor Only" suction outlet cover, rated at 125 GPM, and one (1) Wall or Floor" suction outlet cover, rated at 72 GPM are selected and mounted. For a desired flow rate through the pump of 50 GPM, a minimum pipe size from the Chart 1 is selected at 2". At the desired flow of 50 GPM either cover could be totally blocked and the other suction outlet flow would be below the rated 72 GPM ofthe wall mounted suction outlet cover. Note: Flow may be limited by entrapping force in dual suction systems. Minimum distance 3 feet Pipe Centerlines) Floor Outlets, Total system rated flow 125 GPM Interconnecting Piping System Branch piping Diagram 1 Dual Outlets on Different Planes Elevation or Plan View) Wall 72 GPM rated Total System rated flow 72 GPM / Interconnecting yf/ pip1ng System branch piping 125 GPM Rated Floor ' 17 Diagram 2 QHAYWARDPoowroducts www,haywardpool.comAHayandIndusbvmInc. Gampar y Page 4 of 8 DUAL SUCTION OUTLET SET ' ISDUALSWG REV D INSTALLATION INSTRUCTIONS: - Use a #2 Philips head Screwdriver. NOTICE: When installing WG1030AVPAK2 refer to ASME A 112.19.8-2007 for the proper instructions on how to construct the field -fabricated sump. Figure 2 is an illustration of some ofthe requirements. - Suction outlets for a pool with a vinyl liner and for fiberglass pools are provided with a WG1048B mounting ring and two (2) gaskets. The gaskets should be placed such that they sandwich the liner or fiberglass, that is, one gasket on each side. The ring (WG104813) is attached to the suction outlet by eight (8) screws that pass through both gaskets and the liner. See diagram below. GASKET GASKET SELF TAPPING SCREWS SEAL RING BODY POOL LINER Suction outlets for a concrete or gunite pools are designed to be plastered with the top surface flush to the pool surface. An Adjustable Collar WG 1051 X may be used to aid in obtaining the desired configuration. Pig. 2 field hik Sump V__111111 Dmin. 11-5 1.5Dmin Drain A B iDmin. Dmin, ii Dmi1,5Dmu 1.5Dmin.l D D C p GENRu 1roiEs: a) D = insideediameta at pipe. b1 Alldimensions stmmare minimums. c) AWkenfine L_)indicatessuggestedsap contlgw4on, 1 wo screws MUS 1 be used to secure the cover to the suction outlet. USE ONLY HAYWARD GENUINE REPLACEMENT PARTS INCLUDING THE SCREWS. For installations utilizing a hydrostatic relief valve SP 1056), using a collector tube (SP 1055) will maintain a clear path to the hydrostatic valve. At least one hydrostatic relief valve in a set of suction outlets will allow hydrostatic uplift pressure caused by ground water to be relieved into the pool or spa. WHAYWARDPooiProducts www. hiywarcipool.com A Finywatd Indust". Inc Company Page 5of8 DUAL SUCTION OUTLET SET ' ISDUALSWG REV D SPARE PARTS LISTS POOL LINER 5,6 BdDY WG1048AVPAK2/ WG1049AVPAK2 WG 105 1 AVPAK2/ WG1052AVPAK2/ WG1053AVPAK2/ WG1054AVPAK2 ITEM SPARE PART DESCRIPTION QTY 1 WGX1030Z2A SCREW SET 1.0 2 WGX1048E COVER, SUCTION OUTLET 1.0 2 WG1048EW COVER, SUCTION OUTLET 1.0 3 WGX1048B RING, SUCTION OUTLET 1.0 4 SPX1048D GASKET 2.0 5 SPX1051Z1 1 1/2 IN PLASTIC PIPE PLUG 1.0 6 SPX1053ZI 2 IN PLASTIC PIPE PLUG 1.0 7 SPX1039Z18 SCREW SET 1.0 NOTES: WG1048AVPAK2 / WG1049AVPAK2 1 '/z" NPT Bottom Plug WGI049AVPAK2 2" NPT Side Plug SPARE SCREW SET INCLUDES SCREWS FOR SUMPS WITHOUT METAL INSERTS. IF SUMP HAS METAL INSERTS INSTALLED ADD (M) TO END OF PART NUMBER. SPARE COVER INCLUDES SCREWS FOR ALL VARIATIONS OF SUMPS, WITH OR WITHOUT METAL INSERTS. ITEM SPARE PART DESCRIPTION QTY 1 WGX1030Z1A SCREW SET 1.0 COVER, SUCTION 2 WGX1048E OUTLET 1.0 COVER, SUCTION 2 WG1048EW OUTLET 1.0 1 1/2 IN PLASTIC 3 SPX1051Z1 PIPE PLUG 1.0I2INPLASTICPIPE 4 SPX1053Z1 PLUG 1.0 NOTES: WG1051AVPAK2 / WGIO52AVPAK2 1 '/2" NPT Bottom Plug WG1053AVPAK2 / WG1054AVPAK2 2" NPT Bottom Plug SPARE SCREW SET INCLUDES SCREWS FOR SUMPS WITHOUT METAL INSERTS. IF SUMP HAS METAL INSERTS INSTALLED ADD (M) TO END OF PART NUMBER. SPARE COVER INCLUDES SCREWS FOR ALL VARIATIONS OF SUMPS, WITH OR WITHOUT METAL INSERTS. 12HAYWARDPooiProductsAHaywardfnausles. Inc C.cunpary www.haywardpool.com Page 6 of 8 DUAL SUCTION OUTLET SET ' ISDUALSWG REV D WGI153AVPAK2/ WGI154AVPAK2 r W G 1030AVPAK2 ITEM SPARE PART DESCRIPTION CITY 1 WGX1030Z1A SCREW SET 1.0 COVER, SUCTION 2 WGX1048E OUTLET 1.0 COVER, SUCTION 2 WG1048EW OUTLET 1.0 EXTENSION 3 WGX1153B COLLAR 1.0 1 1/2 IN PLASTIC 4 SPX1051Z1 PIPE PLUG 1.0 2 IN PLASTIC PIPE 5 SPX1053ZI PLUG 1.0 NOTE: SPI 153AVPAK2 / SPI 154AVPAK2 2" NPT Bottom Plug SPARE SCREW SET INCLUDES SCREWS FOR SUMPS WITHOUT METAL INSERTS. IF SUMP HAS METAL INSERTS INSTALLED ADD (M) TO END OF PART NUMBER. SPARE COVER INCLUDES SCREWS FOR ALL VARIATIONS OF SUMPS, WITH OR WITHOUT METAL INSERTS. ITEM SPARE PART DESCRIPTION QTY 1 WGX1030Z1A SCREW SET (8" ROUND) 1.0 2 WGX1048E COVER, SUCTION OUTLET 1.0 2 WG1048EW COVER, SUCTION OUTLET 1.0 3 WGX1058C ROUND FRAME 1.0 SPARE SCREW SET INCLUDES SCREWS FOR SUMPS WITHOUT METAL INSERTS. IF SUMP HAS METAL INSERTS INSTALLED ADD (M) TO END OF PART NUMBER. SPARE COVER INCLUDES SCREWS FOR FRAME, WITH OR WITHOUT METAL INSERTS. SEE NOTICE ON PAGE 3 FOR FIELD FABRICATED OUTLETS SAVE THESE INSTRUCTIONS FOR FUTURE REFERENCE. INHAYWARDpooiProducts www.haywardpool.com A wayward trxSr®trwa Irr (.ampary Page 7 of 8 DUAL SUCTION OUTLET SET' ISDUALSWG REV D HAYWARDO LIMITED WARRANTY This equipment was inspected before shipment from our plant. To original purchasers ofthis equipment, Hayward Pool Products, 620 Division Street, Elizabeth, New Jersey, warrants its products free from defects in materials and workmanship for a period of ONE (1) year from the date ofpurchase. Parts which fail or become defective during the warranty period, except as a result offreezing, negligence, improper installation, use, or care, shall be repaired or replaced, at our option, without charge, within 90 days of the receipt of defective product, barring unforeseen delays. To obtain warranty replacements or repair, defective components or parts should be returned, transportation paid, to the place of purchase, or to the nearest authorized Hayward service center. For further Hayward dealer or service center information, contact Hayward customer service department. No returns may be made directly to the factory without the express written authorization of Hayward Pool Products To original purchasers ofthis equipment, Hayward Pool Products warrants its vacuum release systems to be free from defects in materials and workmanship for a period of ONE (1) year from the date of purchase. Vacuum Release Systems which become defective during the warranty period, except as a result of freezing, negligence, improper installation, use or care, shall be repaired or replaced, at our option, without charge. All other conditions and terms ofthe standard warranty apply. Hayward shall not be responsible for cartage; removal and/or reinstallation labor or any other such costs incurred in obtaining warranty replacements. The Hayward Pool Products warranty does not apply to components manufactured by others. For such products, the warranty established by the respective manufacturer will apply. Some states do not allow a limitation on how long an implied warranty lasts, or the exclusion or limitation of incidental or consequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights, and you may also have other rights, which vary from state to state. U. Pool Products www.haywardpool.com A HAOafd Ir4tlstries. Im, Campsny Page 8 of 8 DUAL SUCTION OUTLET SET' ISDUALSWG REV D DATE OF INSTALLATION PRODUCT REGISTRATION Retain For Your Records) Retain this Warranty Certificate (upper portion) in a safe and convenient location for your records. DETACH HERE: Fill out bottom portion completely and mail within 10 days ofpurchasetinstallation, OR REGISTER YOUR WARRANTY ONLINE AT WWW.HAYWARDNET.COM X----------------------- --- Dual Suction Outlet Set Warranty Card. Registration Register your warranty on-line at www.haywardnet.comPleaseprintDearly. FirstName last Name City Phone Number E-mail address tdodel Pool Capacity (U.S. Gallono State Zip Purchase MEMEMMEMOMMOM Please include me on all e-mail communications regarding Hayward equipment orpromotions. Hail to: Ha"wd Industries, Inc. 5'0 Dvision Sleet: azabeth. 3NJ 07-101, Atm: warrant}- Dept. or Register your warranty en -Line at www haywardnet.com HAYWARMool Products AHeymedJnMssirses.Irc,Umpany USE ONIV F4AYWARD GENUINE REPLACEMENT PARTS Pomona.; CA Nashville, TN North Kingstown, RI St. Vulbas; France Clemmons: NC West ,Palm Beach, FL Oakville; ON; Canada Wuxi, China www.haywardpool.com HAYWARKY I Max -Flo XL TM MEDIUM HEAD PUMP SERIES Advanced hydraulics and the latest conveniences combined with incredible economy and performance. Advanced hydraulics improves efficiency and priming Seamlessly retrofits with the entire Max -Flo line All models include 1%" x 2" union connections Pressure testable to 50 psi Self -priming suction lift up to 8' above water level Aligns with the entil Max -Flo line for seF retrofit installations All models include 1 Yz" x 2" union connections Advanced hydraulic increased efficiencl priming ability Self -priming (suctic to 8' above water If Max -Flo XL Pump Max -Flo XL is the latest addition to the proven Max -Flo'"" line. It's the ideal self -priming, medium -head pump for entry-level new construction and aftermarket applications, Max -Flo XL's advanced hydraulics deliver the performance and reliability pool pros need, while its silent operation, conveniences and exceptional value will make it a favorite with pool owners. i T iGu Pressure testable to 50 psi maximum Heavy-duty motor Easy to service with just 4 bolts to remove Optional riser base SPX2300GR) provides alignment with Sta-Rite, Dyna-Prol ENERGY EFFICIENT MAX RATED SINGLE -SPEED SP2305X7EESP' 0 95 3/4 1.27 115/208-230 1.5" X 2" 13 3/4" 1 34 Ibs SP2305X7EE 0 95 1_27 115/208-230 1.5"x 2" 1334" 1 34 Ibs STANDARD EFFICIENT MAX RATED SINGLE -SPEED SP2305X7 0.95 4 1.27 115/208-230 1.5"x 2" 133/4" 1 34 Ibs SP2307X10 1.25 1 1.25 115/208-230 1.5" x 2" 14 Ya" 1 37 lbs SP231OX15 1.65 114 1.1 115/208-230 1.5"x 2" 15W' 1 42lbs SP2315X20 2.10 2.0 1,05 115/208-230 1.5"x 2" 1514" 1 45 Ibs STANDARD EFFICIENT MAX RATED DUAL -SPEED SP2307X102 1.25 1 1.25 230 1.5"x 2" 15" 1 41lbs SP231 OX152 1.65 1 Yz 1.1 230 1.5" x 2" 1514" 1 43 Ibs SP2315X202 2.10 2.0 1.05 230 1.5"x 2" 16" 1 46lbs Provides 36GPM at Curve A per APSP-15. 80.0 70.0 rrU.) 60.0 0 50.0 40.0 x 30.0 0 20.0 10.0 0.0 0 MAX-FLO XL FLOW VS TOTAL HEAD 20 40 60 80 100 120 FLOW (GPM) To take a closer look at Max -Flo A or other Hayward products, go to www.hayward.com or call 1-888-HAYWARD. HAYWARD® 620 Division Street I Elizabeth, NJ 07201 Max -Flo XL Series Pumps are listed by: C UL US NSF. V Hayward is a registered trademark and Max -Flo and i/ Max -FloXLare trademarks of Hayward Industries, Inc. 2013 Hayward Indm ries, Inc. Sta-Rite and Dyna-Pro are registered trademarks of Pentair Water Pool and Spa, Inc. LITMAXFLXL1 3 C)IHAYWARRY 4)" SwimClearTM CARTRIDGE FILTER The industry's most efficient SwimClear single element filters are simply the most efficient single element cartridge filters ever produced. They capture more c for superior water clarity without the need of supplemental media while the industry's lowest head loss can increase energy savii SwimClear is also the easiest to service: tt Easy-Lok" ring design, ergonomic grip har and lowest lift height provide fast cleaning and element replacement. For energy savings, reliable performance and cleaner, purer water. the choice is crystal clear: SwimClear. The efficiency you need, the convenience you deserve. SwimClear'°" Cartridge Filters features and benefits: Superior efficiency - Captures more dirt for superior water clarity • Ergonomic grip handles - Provides easy installation and without the need of any supplemental media. maintenance and ensures no contact with fiberglass -based surfaces. Increased energy savings - Greater efficiency allows pump to run at lower speeds or less time, reducing energy needs and passing • Lowest body height - Makes for convenient, fast cleaning cost savings on to you, and replacement. Ease of service - Quick access to internal components for • Recessed pressure gauge and manual air relief - Delivers head simple maintenance. assembly convenience and head seal contamination protection. Ease of installation - Offers perfect alignment with Hayward® • 2" x 2.5" Union Connections makes installation and servicing variable -speed pumps for the ultimate in energy efficiency. fast and easy. Easy to clean cartridge elements FILTER TYPE Cartridge Element: 100 ft? 150 ft? 200 ft2 9.29 m? 13.94 m? 18.58 m2) High -Strength, Injection -Molded durable glass reinforced copolymer FILTER ELEMENT Reinforced Polyester PERFORMANCE RANGE 100 to 120 GPM, 379 to 455 LPM C100S: 30'1h" H x 181/4 W"' (775 mm x 464 mm') DIMENSIONS C150S: 333/44" H x 181a W" (857 mm x 464 mm') C20OS: 383/4" H x 18'/4 W"' (984 mm x 464 mm') NOTE., 'Based on krck ring --width at base is 13" (330mm). MODEL EFFECTIVE1FILTRATIONAREADESIGNFLOWRATE - TURNOVER GALLONS KILOLITERSfIft2mzGPMLPM8hrs. 10 hrs. 8 hrs. 10 hrs. RESIDENTIAL C100S 100 9.29 100 379 48,000 60,000 182 227 C150S 150 13.94 120 455 57,600 72,000 218 273 C200S 200 18.58 120 455 57,600 72.000 a 218 273 PUBLIC C100S 100 9.29 38 142 18,240 22,800 68 85 C150S 150 13.94 56 213 26.880 33,600 102 128 C200S 200 18.58 75 284 36,000 45,000 136 170 Determinedbypump sizeandpiping system hydraulks 2" pipingisrecommendedforflowratesof90 GPM (341 LPM). Public Design Row rates based on 0,375 GPM/ft' (15,26 LPM7m') SwimClear Fitters are listed by: NSE Hayward and Hayward Energy Solutions are registered trademarks and Easy-Lok and SwimClear are trademarks of Hayward Industries, Inc. C2014 Hayward Industries, Inc. To take a closer look at other Hayward products, go to hayward.com or call 1-888-HAYWARD. FIAYWARD LITSCI4 REQUIRED INSPECTION SEQUENCE 3 Address: 1,15- w, qt4 sr BUILDING PERMIT (POOL Min Max Inspection Description 10 20 Pool Foundation 20 Pool Plumbing Rough 30 Main Drain Piping 40 Pool Deck 50 Child Safety Inspection 60 1000 Plumbing Final 1000 Pool Final Inspection ELECTRIGAL PERMIT .:., ,; Min Max Inspection Description 10 Light Niche Bonding 20 Pool Bonding Grid 1000 Electric Final ffur Inspection Description s REVISED: June 2014 ATLANTIC BL 9LJ. ttZ W - Poocs Spas, 11C. Custom Designed Pools. Spas Fountains Commercial/Residential THE GENERAL TERMS AND CONDITIONS ON THE REVERSE SIDE ARE T OF THIS AGREEMENT A TLANrrTIC BL UE This AGREEMENT made as of the date. of written acceptance of Poo6_ & S?AGfS, LLC. herein termed "Contractor" and Lp-41 E (Owner/Prime Contractor) herein termed "Owner." Main Address I j s- W .e g .- R a s -7--- Home Phone d 170` / City Contractor agrees to construct for Owner, in substantial swimmingpool, herein called^the work.; to be looted at City usiness Phone WITNESSETH: ance with the specifications set forth hereinafter, the 'following described POOL SIZE % l Depth to _ L/ Yam. `Surface Area CI R 1'S Shape S' i°Y Perimeter 6 O CONSTRUCTION SPECIFICATIONS: I. Contractor's engineered structural -plans and specifications for pool............................................................................................................................................Included 2. Contractor's plans showing layout of pool ........................................................................................................................................... ... .Included 3. Swimming pool construction permits, as required by city or county codes..................................................................................................................................Included 4. Excavation of pool and removal of soil- Drop 0 Haul i$..................................................................................................................................................Included 5. Contractor to hand form and shape pool.............................................................................:....................................:.......:...........I..............................................Included 6. Engineered steel reinforcing throughout pool structure....................................................................................:..........................................................................Included 7. Engineered concrete un• or shotcrete structure to meet or exceed city or county codes.........................................:..................................,......,........................Included Owner to water cure concrete-gunite or shotcrete shell and fill pool after interior finish 8. One 6" band waterline tile, gu ranlee Custom Tile Size j i Color _l-1,•. C ,............................................................:....:........................................................Included 9. Cantilever . 10. Rock coping........................................................................................:............................I...........................,......... .................................... ,......... ... 11. Deluxe Brick coping..........................................................................................................................:...................................................................................... r, 12. One set of shallow end steps............................................................................................................................................................ .........................................Included 13. Interior finish to be waterproof marble -white plaster.......................................................................:..:...:.................,..................................................................Included 14. Clean up after construction...................................................................................................................................................................................................Included 15. Supervision of construction "..... Included FILTER EQUIPMENT SPECIFICATIOIy,9: 16. Chlorinator.-:....................................................... 1--f P.1/aC % .......... Q, " 41.1-- lop J' , h 17. 'Approved Deluxe Fitter ............................................... y.l. ^Cft :fr. .¢......L.•- ,.4...D f uded 18. Weatherproof pump and motor with hairand lint strainer ............. C., k.V.O-/....,.Z,r i.........................:.............................................Included 1.9. Waterproof time clock 110V W 220V ......................:.:.. 20. Complete hook-up of all waterlines from fitter to pool including hose bib at pump f I eluded PLUMBING SPECIFICATIONS: 211. r'ii:mulrt nor c.rr l a Iheiudiny face plping - ..................................................I................... ncludad9, type, 22. 2" Skimmer with self adjusting weir ............................ ..yf...4i...................... .... ............................................................................................................. ...........Included 23. Pressure return lines...................................................... . included 24. Concrete pad for pool equipment................................................................................................................................................................................Included 25, 2" Main drain receptacle with grate ......... ......................................................................................................................................................Included 26. Leaf basket In skimmer chamber ...........................................:..:...: ...................................................... .........................................Included Waste Water Disposal -- ® Fitting on Filter, Irrigation, Drywall, 13 Sewer, Separation Tank, 13 By Others DECKING SPECIFICATIONS: , 27, Type .Q..h.. ...'... ..-..: :/.,.r.... ....................................' ............................. 91" 28, Square footage O. .................................................................. ...........................................................................I......................... • 29. Footers.................................................................................. .......I..... .................................................... 30. Deck-O-Drain..................................................................................................................................................I............................ 31, Planter ................................................. .I......................... ......................... ......... . ...... I............... AUTOMATIC POOL CLEANERS: j % [ L. 32. Automatic Pool Cleaner Type f" / f f ail lLl 7 L% ...1..'- r.l'........%1..!(..............................................................:..................... MISCELLANEOUS SPECIFICATIONS. , j n 33. Ladder No. Q...T••.G3.L' Al....... 7. y .0.....1-/... ....................... 34. Approved Marne Cite, v watt, volt, heavy duty construction .... R....U,!-Pa••.......I.' `G••••.. ........ • .....• ••• • 35. Approved deck box or lite onduit...... ............................... .......................................................................................................................................... ..... .......... 36. Electrical Energy to motor(s), clock(s), switch panel and marine lite......... :................................................. 5 37. Electrical bonding of pool, as required by city or county codes :................................................................................................,.................................... 38. Trees and shrubs to be removed .............................................. .......................................................................,....................................................... j- 39. Deluxe Cleaning.Tools, includes 1'8" curved Nylon Brush, Hand and Leaf Skimmer,16' Pole; Test Kit, Vacuum and hose ................................ I................... T" 40. Instruction on pool equipment and maintenance procedure .............. ............................................................................................... In6luded 41, Pool care instruction manual .............................................................................................................................. ...................Included 42. Start up chemical dosage and water treatment instructions....................................................................... Included 43. Public liability and workmen's compensation insurance•••.............................................................................................................Included 44. Property damage negligence insurance to l during construction........................................................................................a...................... IncludedPdY9 P 9 ...... .............. 45. Written Lifetime Structural Warranty ... ............................................... .......... :............................. :.... .................................................................................. I ........ Included 46. 6 yards rock ...................................,.........................................................,............................................................................:......:.:........................I.........,... Note: /"_ d" - ` uy GU 17) -P12- h L -e- - / /1 S 5(a . 7`/ t72h GcQ moVe- a pa- ?- NOTICE S r fn ANY HOLDER OF THIS CONSUMER CREDIT CONTRACT IS SUBJECT TO ALL CLAIMSL AND DEFENSES WHICH THE DEBTOR COULD ASSERT AGAINST THE SELLER OF GOODS OR SERVICES OBTAINED WITH THE PROCEEDS HEREOF. RECOVERY HEREUNDER BY THE DEBTOR SHALL NOT EXCEED AMOUNTS PAID BY THE DEBTOR HEREUNDER. 16 C.F.R. §433.2(b). THE LIFETIME WARRANTY, GENERAL TERMS AND CONDITIONS ON THE REVERSE SIDE ARE PA T OF THIS AGREEMENT Owner agrees to pay to contractor the sum of $ 3iT d'DIO' ' Dollars. Down Payment $ I i dD ,the receipt of which is hereby acknowledged.' Balance less deposit: 35% day of excavation, 35% day of concrete-gunite./shotcrete installation, 20% day of pre -deck, 10% day of interior finish. Loan ®Cash. Accepted this day of t',. t't(LS 7 Any amounts indic to n r contracts with this companyqo in adlht ot . contract. amount. y By)____ _..._. dWNEFt CO AC CONTRACTOR'SREPRRESENTATIVE t SPOUSE All contracts.subject to manager Approval ............:::. YOU MAY CANCEL THIS AGREEMENT IF IT HAS BEEN CONSUMMATED BY A PARTY THERETO AT A PLACE OTHER THAN AN ADDRESS OF THESELLER, WHICH MAY BE HIS MAIN OFFICE OR BRANCH THEREOF, PROVIDED YOU NOTIFY THE SELLER IN WRITING AT HIS MAIN OFFICE ORBRANCHBYORDINARYMAILPOSTED, BY TELEGRAM SENT OR BY DELIVERY, NOT LATER THAN MIDNIGHT OF THE THIRD BUSINESS DAY FOLLOWING THE SIGNING OF THIS AGREEMENT.