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2600 Vineyard Cir; 17-2562 POOL & DECKi AUG 2 2 2017 i B . 60? CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: /_ ' d Documented Construction Value: $ (4 L40 Job Address: pC V Historic District: 'Yes No [' Parcel ID: I - t - 0000 T 0) I Residential commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name l (QS Phone: Street: 11,'M ( VA IwQ A - Resident of property? :qP City, State Zip: Contractor Information Name ALL SEASONS POOL SERVICE INC Street: 185 E AIRPORT BLVD City, State Zip: SANFORD FL 32773 Phone: 407-871-2020 Fax: State License No.: Architect/Engineer Information Name: PARKER MYNCHENBERG ASSOC. Phone: Street:1729 RIDGEWOOD AVE City, St, Zip: HOLLY HILL FL 32118 Bonding Company: Address: Fax: 407-321-5404 CPCO23576 E-mail: brute a(-.oarkermvnchenberg.com 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. l 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 Shalt 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 Noncr,; In addition to thu mquirumunts 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 froin 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, rS 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 caleulate 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 constr ction and zoning. yt). i/gn/a(ure o LOmner Aunt ate Si„nature of CoturaciorlAgent Date AA i . ,dl4 1nA/2 1 /)/D/) A JOHN N. WATTS s Name y 1I11E64LIZABETH REIS 11 Notary Public • State of Florida Cot " Ision N FF 977536 U# Comm. Expires Mar 31, 2020 sq " AtllyK own to Me or is6il'aq roduced lD Type of Ill_ Name MEGAN ELIZABETH REIS Notary Public • State of Florida Commission # FF 977536 My Comm. Expires Mar 31, 2020 Produced 1D TvDe of fD BELOW IS FOR OFFICE USE ONLY Date Known to Me or Permits Required: Building [ Electrical [K Mechanical L] Plumbing Gas Roof El Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Am Fire Sprinkler Permit: Yes FJ No 4 of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE; COMMENTS: Flood Lone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes[] No WASTE WATER: BUILDING: f— PX,1-7 Ok to install 324 square foot pool and 681 square foot deck as shown on plan. Pool and deck meet area and dimension regulations for the SR-1 zoning district. Revised: June 30, 70 (5 permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ sc)'C) Job Address: Wa Uad o - Historic District: Yes No Parcel ID: 33- I Q - I ti t " CMD "©D 10 Residential BCommercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: &0 (9i \C-( A 01 Plan Review Contact Person: MQ UQ Title: Phone: Fax: Email: Property Owner Information Name I n'(dMkt VaLedes Phone: q Street: D bob t Resident of property? City, State Zip: 5 Contractor Information Name _ t . ) C tf Phone: Street: lk N 1eS L • W "& &d Fax: City, State Zip: State License No.: Ec Name: Street: Bonding Company: Address: Architect/ Engineer Information Phone: 10-- Fax: 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: 5u' Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Signature of Contra r/Agent Dat Print o tr .tg gent's Name Signature of Notary -State of Florida Date Ftis DF_BBIEBIANTCNMYCOA4P125, 201cEXPIRES. Febru<.ry F* 0?' Bonded 7hru Notary Public Undenvrlta' Contractor/ AgPersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application SCPA Parcel View: 32-19-31-521-0000-0210 IrM w+ocs oouNn, Parcel Information Property Record Card Parcel: 32-19-31-521-0000-0210 Owner: PAREDES LEONEL & PAREDES MICHAEL Property Address: 2600 VINEYARD CIR SANFORD, FL 32771 Parcel 32-19-31-521-0000-0210 Owner Property Address PAREDES LEONEL & PAREDES MICHAEL 2600 VINEYARD CIR SANFORD, FL 32771 Mailing 2600 VINEYARD CIR SANFORD, FL 32771 Subdivision Name Tax District TUSCA PLACE SOUTH' S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions I 00-HOMESTEAD(2011) Legal Description LOT 21 TUSCA PLACE SOUTH PB72PGS71-72 Taxes Page 1 of 2 Value Summary — 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 1 Depreciated Bldg Value 141.039 133,235 Depreciated EXFT Value Land Value (Market) 33,000 28,000 Land Value Ag Just/Market Value " 174,039 161,235 Portability Adj Save Our Homes Adj 7,933 3,158 Amendment 1 Adj 0 0 P&G Adj 0 0 Assessed Value 166,106 158,077 Tax Amount without SOH: $2,419.00 2016 Tax Bill Amount $2,355.00 Tax Estimator Save Our Homes Savings: $64.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 166,106 50,000 116,106 Schools 166,106 25,000 141,106 City Sanford 166 106 50 000 116 106 SJWM(Saint Johns Water Management) 166 106 50 000 116 106 County Bonds 166,106 50,000 I 116,106 Sales Description Date Book Page Amount Qualified Vac/Imp QUIT CLAIM DEED 3/1/2017 08877 0748 110,600 No Improved WARRANTY DEED 6/1/2010 07417 0833 197,200 Yes Improved WARRANTY DEED 2/16/2010 07336 0652 1,500,000 No w__.._..: Vacant Building Information Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 SINGLE 2010 9 4 2_5 1,034 2,968 2,482 CB/STUCCO $141,039 $145,777 Description AreaFAMILYjFINISH # I I 462.00 http://parceldetail.sepafl.org/PareelDetaillnfo.aspx?PID=32193152100000210 6/21 /2017 LIMITED POWER OF ATTORNEY Date: t R` I hereby name and appoint "Y /' of All Seasons Pool Service Inc, to be my awful attorney in fact to act for me and to apply to the Division of Building Safety for a permit and to sign my name and do all thing necessary to this appointment for the work being performed at: Lot: _ Subdivision: Tasc Q K r, John. VWatts All Seasons Pool Service Inc CPCO23576 STATE OF FLORIDA COUTY OF •ORANGE CPC 023576 State License Number The foregoing instrument was acknowledge before me this day of 9/ 2d, 7 , by— John N. Watts who is personally known to me. u tal egErizabeth R is seat) „rnp„ op_y""s., MEGAN ELIZABETH REIS sc, Notary Public -State of f'onaa Commissum a FF 4 ,5. LIMITED POWER OF ATTORNEY I hereby name and appoint '" f All SeasQns Po is to b my lawful attorney in fact to act for me and apply to they for an electrical permit for work to be performed at a location des 'be s: Parcel # Section Township Range Lot Block Subdivision 45ca flu es o b ©o U10'eqacd Owner of Property and Address) And to sign my name and do all things necessary to this appointment. Brian Keith Miller EC-13001686 Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number Signature of license holder The foregoing instrument was acknowledged before me this r day of Lan , 2017 by Brian Miller who is personally known to me and who did not take oath. State 9f Florida Aot 4b-h c, of Vlorida o Pa ...., MEGAN ELIZABETH REIS Notary Public - State of Florida Nam" .oP Commission # FF 977536 oF My Cornm Expires Mar 31. 20?1' I . STATE LICENSE Ak L L J t A 5 U N 5 r U U L 5 Office: 407-871-2020 CPC 023576 185 E. AIRPORT BLVD. Fax: 407-321-5404SANFORD, FLORIDA 32773 www.allseasonspools.com 1. PARTIES: Agreement between ALL SEASONS POOLS, hereinafter called the contractor, and MICHAEL & LEONEL PAREDES hereinafter called the owner. 2. AGREEMENT: The contractor agrees to build one residential swimming pool for the owner on the premises described as follows: Address: 2600 VINEYARD CIR SANFORD, FL 32771 Legal: LOT 21 TUSCA PLACE SOUTH PB 72 PGS 71 - 72 3. PRICE AND TERMS PER PHASE: The contract price is: $53,000.00 'eno no Kwv.c Hrpa rova Payable as follows: Deposit to secure agreement: _ 2 C1) $5,300.00 10% Upon signing of this instrument as a deposit on total co tractpri . v 2) $12,701.96 30% Upon completion of dig and steel. 3) $12,701.96 30% Upon completion of concrete shell. 4) $10,584.97 25% Upon installation of tile and perimeter plumbing, after footers and or rough deck is poured or pavers installed. 5) $2,116.99 5% Upon installation of safety barrier. PRICE AND TERMS FOR SPECIALTY ITEMS: INCLUDED IN ABOVE CONTRACT PRICE n 6) --- Solar installation 7) $9,594.11 Screen installation 8) --- Summer Kitchen installation 9) --- Customer 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 made. 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 through a change order or addendum and will be due at time of signing change order or addendum. The contractor shall not be obligated to commence construction of this pool until three days after the signing of this contract by the Owner. Since this contract may be construed as a Home Solicitation Sale. Purchaser is hereby notified of this right to cancel under the Home Solicitation Sales Act. The contract price is for all materials, equipment, and labor required for the construction of the swimming pool graphically described in the plot plan signed by the owner and generally described in the specifications below. Furthermore, if owner finances pool with Contractor, this agreement is subject to the Home Improvement Installment Contract and Mortgage executed by owner(s). 4. CONSTRUCTION SPECIFICATIONS: Contractor will install a swimming pool and appurtenant structures and equipment in accordance with the plot plan and these construction specifications. Contractor reserves the right to substitute like or similar material, equipment or fixtures. The plot plan is intended to be a representation of the pool to be built and not intended to represent an "as built" drawing because pool location, elevation of pool, location of decking and enclosures are subject to change due to set back requirements, location of existing improvements, soil conditions and other conditions beyond the control of the contractor. All measurements in this contract and on the plot plan are approximate and the pool dimensions contained in the contract may vary from the "as built" measurements. Deviations up to three (3) inches are acceptable. Therefore, the parties agree that it is impossible to ascertain actual damages in the event of deviation from specified pool dimensions. The parties agree to adjust the contract price of an amount calculated by multiplying the percentage reduction of surface area times one-half (1/2) of the total contract price for diminished water surface area, and 5.00 for each vertical inch of depth deficiency measured only at the main drain and the shallowest portion of the pool as liquidated damages to owner resulting from said variations, if any. Depth is measured from the floor of the pool to the top of the waterline tile. Any additional soil needed for decking or normal grading in excess of what is dug from the pool, is at home owner's expense. If a diving board or slide is installed, there Is no liability assumed for injuries as a consequence of use or misuse of the diving board or slide. If a diving board or slide is installed later, there is no liability to the pool contractor and it shall cancel all warranties. Material and equipment to be furnished or installed and work to be done: Elevation of pool, deck slab and slope of deck slab are to be determined by the contractor unless otherwise specified in additional provisions below. Pool Shape: Roman Pool Cleaner: none Spa Shape: n/a Pool Size: 12'x28' Pool Returns: 2 Spa Depth: n/a Haul Dirt: yes Drop Dirt: no Pool Depth: 3' to 7' Pool Hand Rail: n/a Spa Size: n/a Shuttle Dirt: n/a Interior Type: Quartz In Floor Cleaner: Included Spa Jets: n/a Spread Dirt: as needed Pool Tile Type: 6" Leaf Canister: n/a Spa Heater: n/a Small Equipment: no Step Tile Type: 2"x2" Leaf Catcher Drain: Included Spa Light: n/a Tree Removal: none Filter Type: cartridge Pool Deck Type: Textured concrete Spa Return: n/a Stump Removal: none 300watt white pool Pool Light: light Pool Coping Type: Cantilever Spa Controls: n/a Plant Removal: n/a Pool Heater: AquaCal SQ 166 Pool Deck Footer: Included Spa Grab Rail: n/a Cut&Cap Sprinklers: By ASP Pool Controls: 24hr timer Lanai Decking Type: n/a Safety Fence: n/a Reroute Sprinklers: By ASP Chlorinator Type: Salt Screen or Fence: Screen Pool Alarms: 2 Sod Replacement: By Owner Pump Size: To Code Screen or Fence Height: 10, Elite Roof: 9'x34' Landscape Work: none ol & Spa Drains: To Code Screen'Roof Type: Dome Fan Beams: None Remove Fence: Yes fining Equipment: Complete start up Kit Yard Fence Type: n/a Remove Screen: No Replace Fence: Yes Other Provisions: Homeowner is responsible for capping sprinklers, repairing sprinklers, replacement of sod fence removal and fence replacement. Includes an 18" Raised tiled feature wall with two Lions Heads and one 3' sheer descent. Remove existing small roof structure obove existign sliders. Install 9'x34' insulated roof panel with two fan beams including electical. customer understands that the permitting procees is approximately 4 to 6 weeks and dig to swim is approximately 12 to 14 weeks. Build times are not guaranteed. 5. BUYERS RIGHT TO CANCEL: This is a Home Solicitation Sale. If you do not want the goods or service contracted for, you may cancel this agreement by mailing a notice to seller. This notice must indicate that you do not want the goods and services and must be postmarked by midnight the third day after you signed this agreement. If you cancel this agreement, the seller may keep all or part of the cash down payment not to exceed the lesser of ten percent of the cash price or $50.00. 6. OFFER AND AGREEMENT: This contract shall be deemed an offer to ALL SEASONS POOLS and shall be null and void unless accepted by a duly authorized officer of the Contractor within ten days of the date and year noted above the Owner's signatures. The salesman has no authority to bind the Contractor. All agreements and understandings are contained in this contract, and the Owner warrants that there are no agreements or understandings other than are set forth in this document. Acceptance of the terms of this contract by Contractor is to be communicated to the Owner by transmitting a copy of this contract to them showing acceptance by the contractor by the execution of a duly authorized officer of the Contractor or by commencing construction. NOTICE TO PURCHASER: DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ IT OR IF IT CONTAINS ANY BLANK SPACES Design Consultant: Owner's Name: Michael & Leo Paredas Street Address: 2600 VINEYARD CIR. Owner Signature:OZCity, State, Zip Code: SANFORD, FL. 32771 Phone Number: (407) 687-9906 Co - Owner Signature: Email: madsheep2l@yahoo.com leoparedes79@yahoo.com Contract Date: 1// All Seasons Pools Authorized Officer: OTIC SEE REVERSE SIDE FOR MORE IMPORTANT WARRANTIES AND CONCLUSION OF CONTRACT 1111111 alslal fills 111111 milli milli fill fill GRANT MALOYr SEMINOLE COUNTY NOTICE OF COMMENCEMENT CLERK OF CIRCUIT COURT 1% COMPTROLLER FS 713.13 OK 8982 Iry.9 793 (1F`3s ) THIS DO E T MUST BE COMPLETED WHEN CONSTRUCTION VAL o,,(%89i " Q' rrffiJ/21i17 i12:17 135 P11 This Instrument Prepared by: ALL 3 tT$ (0O, Q- E IVRCEINCRECORDINGFEES $10.00 186 E AIRPORT BL1y RECORDED BY da_r_kent-o SANFORD FL 32773 PERMIT#: (J G TAX FOLIO #:I`'t I - b©DD •-Q0,t) Q STATE: CITY OF: 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 noti of comma cement' D D ` 1. Legal Description of property: j - and street address if available) c. 'a I Tusco- 004 a(bCD `QC try Cr 2. General description of improvement(s): CONSTR CT SWIMMING POOL I SCREEN ENCLOSURE I FENCE I PERGOLA I SUMMER KITCHEN 3. Owner information Name IDtj flalreoe's Address: 3bCO )iaektWr./1 (' liU - Phon V4&1 (/' Fax: C•v a. Interest in property: FEE SIMPLE b. Name and address of fee simple titleholder (if other than owner) Phone: 4. Contractor: Name: ALL SEASONS POOL SERVICE INC ALL SEASONS POOL SCREEN ENCLOSURES INC Address: 186 E AIRPORT BLVD 660 HICKMAN CIRCLE SANFORD FL 32773 SANFORD FL 32771 Phone Number: 407.871-2020 407-703-2600 Fax Number: 407-321-6404 407-703-2601 6. 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: B. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713113 (1) b), Florida Statutes: ( Name, Address, Phone number and fax number) 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) is-IQ 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 1, 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. Verification pur uant to Section 92.526 FI ' tatues. Under Penalties of perjury, I declare that I have read the forgoing and that facts in it are true to best of my knowledge and belief. V - ig a u , oT-Owner) Not per Section 713 13)•i)g. FloridaStatutes Print wner's ame ) Stanalure or 0ernurs or Ownor'a Authorized Ofrtcel Director/ Pannor/ MaiinaeC - Signature of Owner) Note: per Section 71313)1)g. Florida Statutes (Print Owner's Name`) S[ on aturo of Owners -or ownar'a Authorized Olficu/ Dirac lot/ Parincr/ Monader - State of Florida, County of The fore o'ng in trument as a owledged before me day of 206y ho is personally known to me or who has produced Driver License as identification and did take an oath did not take an oath. 1/ 1 Lw o ary ig ature seal) MEG AN ELIZABETH REIS Notary Public - State of Fim Commission N FF 97 7 5 orF P•' My Comm. Expires Mar 3, Job # Megan Elizabeth Reis CERTIFIED COPY GRANT NIALOY OLERI( Gr THE C{RCUi'( CC)URT AND COMPTROLLER sEmiNaL1: couNrr, FLORIDA By DEPUTY CLERK Date- AUG 3 BP# REQUIRED INSPECTION SEQUENCE 2' L 15 CZ- Address: 2&010 c, a - BUILDING PERMIT (POOL f 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 II f ELECTRICAL PERMIT Min Max Inspection Description 10 Light Niche Bonding 20 Pool Bonding Grid 1000 Electric Final Inspection Rescription REVISED: June 2014 BOUNDARY & AS -BUILT SURVEY DESCRIPTION: (AS FURNISHED) LOT 21, TUSCA PLACE — SOUTH AS RECORDED IN PLAT BOOK 72, PAGES 71-72, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 0 A=43'00'03" L=9.01' R=12.00' CB =S68'39'48"E C=8.80' ry A= 23'59' 17" L=23.03' R= 55.00' CB=S59'09'26"E C=22.86' ADDRESS: 2600 VINEYARD CIRCLE SANFORD FLORIDA 32771 PT VINEYARD CIRCLE CENTERUNE OF 50' PUBLIC RIGHT OF WAY RIGHT OF WAY \/ PT ?sus. PC S89 50'10 W _ r1 559.84' 9 64 1 619.93' 3L.22' 39.91' R g0.00 16 N Now2r6'P o•w' N 89'50' 10"E O `c o CURB 1 s, ^ . • ....,.., O ' "+•• ,.1,.5 Ste,%.,%k• N _ • r WA IS 0.3' S. 10, PUBLIC --- UTILITY EASEMENT t 10.0' r Z N 0r0 Q u 3 DC' LOT 20 g 'Z t 13' Ta W FOR THE BENEFIT AND EXCLUSIVE USE OF: LEONEL PAREDES To AE DHI TITLE OF FLORIDA, INC. FIRST AMERICAN TITLE INSURANCE CO OF NEW YORK WELLS FARGO HOME MORTGAGE INC.. NOTES: FOUND 1/2" IRON ROU AND WITNESS CAP LB I6393 FENCE 2,6' N. r ro 1 • ALL DIRECTIONS AND DISTANCES HAVE zy1 r w EBEENFIELDVERIFIED, INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 06-21-10, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED, 5. BUILDING TIES SHOWN HEREON ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. 6. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BENCHMARK DESIGNATION 4716401 HAVING AN ELEVATION OF 17.87' 1929 DATUM. 7. THE FINISHED FLOOR ELEVATION OF THE STRUCTURE LOCATED AT THE ABOVE LOCATION LEGAL DESCRIPTION MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 18, SEC. 18-4-(A). I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0090 F DATED 09-28-07 AND FOUND THE SUBJECT PROPERTY PPEARS TO LIE IN ZONE X, AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED ON SOUTH LINE OF LOT 21 AS BEING S89'50'10"W, PER PLAT FIELD DATE:) 04-08-10 REVISED: SCALE: 1" - 30 FEET APPROVED BY: DMD CERTS 06-24-10 RP JOB NO. 9081805 LOT 21 FOOU6NDATIONOFNAL DRAWN BY: PLOT PLAN 04—Ot-10 KFQ WALK I 1.0 n —1`` WALK 1S COVERED ENTRY TWO STORY CONCRETE BLOCK WOOD FRAME RESIDENCE FINISH FLOOR ELEVATION-28.56 11' it 2.4' g z GRAPHIC SCALE 0 15 30 O r C ?COI &V110mCh+ U1 D, LOT 22 aS' Te pF 20, T'O WE a FOUND 1 2" IRON RO AND 1 WITNESS Cq LB N8393 FENCE ;' i3 - 1-7 2iFENCEIS 2.4' N. i (REFERENCE BEARING) ': OV E' D I LAk g s; S89'50' 10"W 1f d,J g v CSX TRANSPORTATION .2/1_1-7TRACKSREMOVEDPERTHISPLAT) NOT PLATTED l Ok to install 324 square foot pool and 681 square foot deck as shown on plan. Pool and deck meet area and dimension regulations for LEGE the SR-1 zoning district. :AP CENTERLINE r---- RIGHT OF WAY LINE J EXISTING ELEVATION A/C AIR CONDITIONER F. j. CONCRETE C CHORD LENGTH C. CHORD BEARING CBW CONCRETE BLOCK WALL CP CONCRETE PAD CS CONCRETE SLAB C/W CONCRETE WALK F.E.M.A. FEDERAL 'EMERGENCY MANAGEMENT AGENCY F.I.R.M. FLOOD INSURANCE RATE MAP ID IDENTIFICATION L ARC LENGTH LB LICENSED BUSINESS LS LICENSED SURVEYOR M) MEASURED OHU OVERHEAD UTILITY LINE P.U.E. PUBLIC UTILITY EASEMENT LANDSCAPE & FENCE NTENANCE.EASEMENT s—r— PVC FENCE -- 60 00' A5M AIVIEFRICAN SUr:;,"vEYIt*-IC x MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVE, SUITE B WINTER PARK, FLORIDA 32789 407) 426-7979 QFOUND nn,c a ... o LB #7143 LBT#6393 & DISC A CENTRAL ANGLE P) PER PLAT PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVE PCP PERMANENT CONTROL POINT PI POINT OF INTERSECTION PK PARKER KALON POO POINT ON CURVE POL POINT ON LINE PRC POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONL PSM PROFESSIONAL SURVEYOR ANC gRgqPT RPOINTADIUS F TANGENCY S/W SDEWALKOINT TYP TYPICAL PVC POLYVINYL CHLORIDE THIS IS A BOUNDARY SURVEY NOT VALID WITHOUT ITHEAUTHENTICELECTRONICSIGNATUREAND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ms '• FLORIDA' 1111: c Id" FOR0/ Sur-4940 THE 111p1111111111 11—24-10-24-10 FIRM DAVID M. DeFILIPPO PSM 5038 DATE Residential Swimming Pool Safety Act Requirements FL Statutes Section 515 Swimming Pool Barrier Affidavit M 1 n Owner: C1 1 G,,0, Pad_e d 1-4; Project Address: ` Contractor: All Seasons Pool Service Inc Permit # 1, John N Watts, License# CPC 023576 hereby affirm that one of the following methods will be used to meet the requirements of Florida Building Code, Section 424.2. The pool will be equipped 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 424.2.17.1 will protect the pool perimeter (pool deck). Submitted Plans must show the fences' location and method of attachment, including one end shall not be removable with the use of tools. A combination of non -dwelling walls ( screen enclosures, child fences, etc...) will protect the pool perimeter. Submitted plans will specify the type and location of all non -dwelling walls. Any combination of protection which incorporates dwelling walls with doors and/ or windows opening directly into the pool perimeter which includes self closing, self latching devices and / or exit alarms complying with UL2017 and Florida Building Code 424.2.17.1.9. Submitted plans will show all types and locations of all perimeter protection. The plans must also show the location and types of all opening as well as the hardware and /or exit alarm for each location. I understand that not having one of the above ( or an approved alternate) installed will constitute a violation of Chapter 515 F.S. and will be considered as committing a misdemeanor of the second degree, punishable as provided in section 775.082 or se on 775.0 F.S. John N. Watts Contractor 09 Owner's Signatures Ow er's Name Print) Owner's Signatures Owner's Name ( Print) Plumbing Sizes Pool Main Drain RECORD COPY Branch Lines 3" Pipe Pool Trunk Lines Are 3' Pipe Pool Return Lines Are 2.5" Pipe Proiect Notes: Pool Deck Will be Screen Enclosed Pool Will Have Enviro Circulation System Home Will Have 2 door and window alarms 30" PVC at Return Valve for Salt Cell ORIGINAL: 08/17/17 REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER f-29- 1-1 DATE Color Match/A&A i Channel Style Debris catching Pebble Top Drain Bricr3'Deep I' " Sconce 41110 6` 0 N N 16" 36" Sheer 7' Deep R Descent Ev Ev Q LEu 281 Light 3, Stub up I 1 2„ Line Here N d1 ; I Ev Ev EV 22" From top of beam 0 cm l c— Cix0; x; 00 LL 14" From 00 9` top of beamPC Acrylic Deck w/ z+ Q n TBD Elev. Super to Confli Deck Drain rn_ Brick Coping Stub Up EP+ Lines as V Shown t I" Conduit for FSwitch E Insulated Liight OME c roof panel mmm 10E' PO SpNFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE ATOPROCEEDWITHTHEWORKANDNOTAS W jLICENSE AUTHORITY TO VIOLATE, CANCEL, ALTER OR SETTHEPROVISIONSOFTHETECHNICAL cY W ASIDE ANY OFCODES. NOR SHALL ISSUANCE OF A PERMIT PREVENTTHEREAFTERBUILDINGOFFCORRECTION L; THE REQUIRING A CORRE OF ERRORS IN PLANS, OR VIOLATIONS OF THIS CODECONSTRUCTION 17-2562 v\-DING SANE ORD A, 5 If You Have A Backyard, We Can Put A Pool 185 E Airport Blvd,Sanford, FL 32773 407-871-2020 www.AllSeasonsPools.com Builder / Customer: Michael and Leonel Paredes Job Address: 2600 vineyard Cir. Street: Sanford County: Seminole City: Sanford Zip: 32771 City: Sanford State: FL Block: Lot #: Zip: 32771 Home #: PB: 72 PG: 71-72 Cell # Work #: Subdivision: TUSCA PLACE SOUTH Gate Code: Job # 8615 Scale:1/8" =1' 0" 46A 25th Street Finish Pool Depth Profile 4ft. ---------_i.._1- 5ft. 6in. `-- — -- i 7ft. 7ft. 9ft. 6ft. 11in. 6ft. 6in. 5ft. 7in. Customer Int- Pool Specifications STYLE: CUSTOM PERIMETER: 77' AREA: 324 sgft WIDTH: 12' LENGTH:28' DEPTH: 3' X 7' M.D: 1 - 3" RTNS: Caretaker 12 heads SKIM: 1 - 3" LIGHT: LED DOUBLE STEEL: N/A P.C.: N/A WELL WATER: N/A GALLONS: 10,544 NOTES: SPA Specifications STYLE: AREA: I P T-JETS: R S: LIGHT. I"= SPILLWAY: TYPE: HEIGHT. BLOWER: NOTES: Tile Specifications IT — +12" — +18' 27' 24" — +30" — +36" — DECK JETS: N/A BUBBLER: N/A SHEERS: (1) 36" Sheer Descent STEP TILE: 33 LNFT FACE TILE: 158 LNFT NOTES: (2) Lion Head Sconces Misc. Options ELEC RUN: 75 LNFT CHASE PIPE: N/A HOSE BIBB, N/A SUMMER KITCHEN STUCCO: N/A COLOR: N/A STONE: N/A COLOR: N/A COUNTERTOP: N/A APPLIANCES: N/A y Screen / Fence lv r ROOF SQ: 720 sgft TYPE: Dome ai 3 WALL SO: 940 sgft WALL HGT 10' Q ELITE ROOF: 324 sgft FAN BEAM: 18 Inft 0to SCREEN COLOR: Bronze N m Vineyard KICKPLATE: N/A Cir- NOTES: Remove and replace fence for access NOTES: Remove existing full screen enclouser NOTES: Deck Specifications TYPE: Acrylic Deck w/ Brick Coping DIMENSIONS: 29 x 36' AREA: 681 sgft FOOTER: 48' 8xl2 COPING: 92' DRAIN: 38' CONCRETE RISER: 45' PATIO: N/A FENCE: N/A TURN DOWN DECK EDGE: 6" — +12" 44' +18" — 24" — +30" — +36" — NOTES: Remove 40 sgft of existing concrete Equipment PUMP: VS FHP HP: 1.0 FILTER: CV SQ: 340 PUMP 2: N/A HP: N/A CHLOR: TC 11 KU OZONE: N/A POOL SWEEP: N/A HEAT PUMP: AquaCal S0166R GAS HEATER: N/A TYPE: N/A CONTROLS: iQPump01 / Standard AUTOFILL & DRAINN/A INOTES: Door and Window Alarms (2) Color Selections POOL: Petite Blue Breeze TILE: Mastertile LAP PIE BEI 6 TILE GROUT: Biscuit STEP TILE: LAP PIE BE] 2 STEP TILE PTRN: Diamonds 12" Apart DECK COLOR: Mushroom DECK PTRN: Acrylic Texture COPING: Cream / Beige / Charcoal COPING GROUT: Biscuit FLOORHEAD: Light Grey DECK DRAIN: Tan Site Specifications DIG TYPE: Dig & Haul ELEVATION: TBD YARDS, 22 NOTES: Cut / Cap / Reroute Irrigation Designer DESIGNER: Preston Dewey CONTRACT DATE: 08/10/17 APPROVED BY: Samantha Young DATE: 08/17/17 JOB SPEGIFIG PIPE SIZING, TOTAL DYNAMIC HEAD CALCULATIONS AND EQUIPMENT SPECIFICATIONS AND DOCUMENTATION ARE TO BE PROVIDED BY THE POOL CONTRACTOR FOR EAGP PROJECT. TI4E POOL CONTRACTOR MUST USE THE MAXIMUM FLOW CAPACITY OF THE SELECTED PUMP AND PROVIDE I-4YDRAULIG CALCULATIONS FOR TDI-I TO DETERMINE PROPER PUMP AND PIPING SIZING. THE MANUFACTURER'S EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION FOR PUMPS, FILTERS, NEATER EQUIPMENT AND MAIN DRAINS AND COVERS ARE TO BE SUBMITTED FOR REVIEW AND DOCUMENTATION FOR SIZING THE CIRCULATION SYSTEM. RECIRCULATION GHLORINATG POOL FILTER THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES THE DIAMETER DOWN FROM THE TOP OF THE MAIN DRAIN GRATE TO THE TOP OF THE MAIN DRAIN PIPE, IF THE PIPE COMES IN VERTICAL TO THE MAIN DRAIN BOX. IF THE MAIN DRAIN PIPE COMES INTO THE MAIN DRAIN BOX HORIZONTALLY, THE COVER FROM TILIE 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-I/2 TIMES THE DIA. MAIN MAIN DRAIN DRAIN r----- --- -- --- W i I RETURN INLET I MAIN DRAIN SUCTION UNDERWATER LIGHT Z r`'-"'-`-----,i MAIN DRAINS MEET THE VIRGINIA GRAEME I 1_ L, i II BAKER POOL AND SPA SAFETY ACT. Wildl-====____ IV5KIMMERSUCTIONiijIZ 111t1 _ IL_ II _ m==J1N I U a IIII{ I i FLOOR RETURN > II II II 3 REQ'D. cc I RETURN i I It SKIMMER EQUALIZER LINE r _------ WITH GRATE L- RETURN INLET I i SKIMMER II IIIII IS_KM_M_E_R___ _ TYPICAL SWIMMING FOOL LOW PROFILE 1.-G„ JUNCTION B4. 0' SWIM OX nnMIN. OUT 6"X6" I rGERAMIG TILE UL APPROVED UNDERWATER LIGHT 03 BARS GRADE 40, 12" O.G. VERTICAL AND HORIZONTAL (TYP) WATER LINE I!V 1/2" QUARTZ / FINISH 035AAIRP5EQONJ CENTER EACH WAY ( GRADE 40) POOL SHELL 3000 P51 PUMP MIX CONCRETE PNEUMATICALLY APPLIED. oo, o pO6"-T' IN VERTICAL WALLS (TYP) y°a°o °OMAIN DRAIN W/ RELIEF PLUG OR 2" 6'-8" IN COVES AND FLOORS (TYP) 0000° moo PYDR05TATIC RELIEF VALVE, IF REQ'D. DEEPD 2500 MIN. GUNITE MAY BE SUB5ITIUTED o°,o°opO FOR 3000 P51 CONCRETE FLOOR ANDROGKBED INFORCEMENT E BREAK- 3 BAR ® 12" ON CENTER, EACH WAY < 8.0' DEEP 3 BAR 6 G" ON CENTER, EACH WAY > 8.O' DEEP AND OVER. SWIMMING POOL SECTION 6"X6" CERAMIC TILE \ 2-#3 REBAR, 3 3 REBAR- CONTI NUOUS GENERAL NOTES: I. POOL 15 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- 5. 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 51ZE AND 5HAPE. IF FILL 15 REQUIRED FOR 2 FT. TO 4 FT. OF WALL HEIGHT THEN WALL5 HAVE TO BE REINFORCED WITH ADDITIONAL STEEL (8" O.G. BOTH WAYS) AND/ OR EXTRA WALL THICKNESS (8" TO 10") 5. ALL PVC PIPE WILL BE SCHEDULE 40. G. ALL METAL FIXTURES AND POOL LIGHTS TO BE BONDED TO POOL STEEL AND GROUND WIRE. l_ POOL ALARMS DO NOT NEED TO BE HARDWIRED 8. SOIL CONDITIONS AT POOL LOCATION ARE ASSUMED TO BE ADEQUATE FOR A 51NGLE FAMILY DWELLING, 9. TERMITE CONTROL WILL BE APPLIED UNDER ALL POOL DECKS. 10. ALL PUMPS AND FILTERS WILL BE ANGHORED TO A CONCRETE PAD WITH TAP CON ANCHORS. 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 WITF-I A.N. 5.1./A.S.M.E. A112.19, 8M, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, SPAS, HOT TUB5, 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 (5)(2)(b) FOR PERIMETER BONDING USING AT LEAST ONEI it #8 AWG BARE SOLID COPPER CONDUCTOR. 15. FOR RESIDENTIAL POOLS UP TO A WATER DEPTH OF 8'- 0" #3 REBAR 12" O.G.B.W. OVER 8'-O SPECIAL ENGINEERING 15 REQUIRED AND 15 NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL PROVIDE GODE COVER OVER REINFORCING. FOR OVER 8'-O" A SPECIAL DESIGN WILL BE REQUIRED. 16. RESIDENTIAL POOLS SHALL COMPLY WITH THE AN51/APSP/ IGG-5 2011 FOR RESIDENTIAL INGROUND POOLS, 8" AN51/ APSP/I00-3 2014 FOR PERMANENTLY INSTALLED 4„ RESIDENTIAL SPAS, AND -ANSI /APSP/IGG-1 2013 FOR SUCTION ENTRAPMENT AVOIDANCE STANDARDS. AND ANSI / APSP/IGG-15A 2013 STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY 1. DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION FITTING 15 MISSING, BROKEN, OR LOOSE. S. 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 4" THICK CONCRETE DECK INLET SHALL PROTECT AGAINST USER ENTRAPMENT BY EITHER W/ FIBER MIX 2500 P51 AN APPROVED ANTI -VORTEX COVER, 12" X 12" GRATE OR LARGER, OR WIRE MESH OR OTHER APPROVED MEANS. COMPACTED SOIL UNDER CONCRETE DECK Nto-t`' VA I ItPOUT EMOS•C QL. 4 2011 PARKER Ml' I-±t`i P.E>'32645 FCC+I F(iULH I I V IN GHLORINATO POOL FILTER THERAPY JET RETURN LINE IIII IIII IIIIIIIIIIII MAIN DRAIN (SUCTION) I II ink ii ' r- Ir II II it III RETURN LINE II IIII IL------------- ------- -------JI MAIN DRAINS MEET THE VIRGINIA GRAEME BAKER POOL AND SPA SAFETY ACT. SECOND MAIN DRAIN MAY BE ON SIDE WALL) TYP I GAL 5PA POOL - 2 MAIN DRAINS ON FLOOR POOL SHELL 3000 PSI CONCRETE PNEUMATICALLY APPLIED. G" IN VERTICAL WALLS (TYP) G" IN COVES AND FLOORS (TYP) 2500 MIN. GUNITE MAY BE 5U5SITIUTED FOR 3000 PSI CONCRETE 1/2" QUARTZ FINISH UL APPROVED UNDERWATER LIGHT VARIES COMPACTED SOIL UNDER CONCETE LLLDECKI ( MAIN DRAIN SUCTION LINE 00.0 Doo00 MAIN DRAIN W/ RELIEF PLUG OR 2" HYDROSTATIC RELIEF VALVE, IF REQ'D. SECTION WATER LINE G"XG" CERAMIC TILE J ROGKBED UNDERWATER LIGHT 3/4" BULLNOSE TILE OPTIONAL ON EDGE OF STEP. 4" THICK CONCRETE DECK Al FIBERI-IIX 3000 PSI LOW PROFILE JUNCTION BOX THE MAIN DRAIN PIPE INVERT NEEDS TO BE 1.5 TIMES THE DIAMETER DOWN FROM THE TOP OF TFJE 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 DRAN BOX HORIZONTALLY, THE COVER FROM THE TOP OF THE GRATE TO THE TOP OF THE MAIN DRAIN PIPE NEEDS TO BE 1.5 TIME5 THE DIA. OF THE MAIN DRAIN PIPE. 1-1/2 TIMES THE DIA. I-1/2 TIMES THE DIA. MAIN MAIN DRAIN DRAIN GAP TILE/ BRICK/ OR CANTILEVER WITH WATERLINE TILE ACRLYIG FINISH 2-03 REBAR CONTINUOUS STEEL REINFORCED CONCRETE - 6" DECK AND TILE DETAIL PARKER 1" IYNOPENBERG It A5500. INC, PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1729 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118 386) 67-i-6891 FAX (386) 677-2114 EXTRA #3 BARS CONTINUOUS TYPICAL RE5IDENTAL 5W/POOL DESIGN FOR03BARS12" O.G. VERTICAL AND t ALL SEASONS POOLS 4 SERVICE HORIZONTAL (TYP) a t( - . 185 EAST AIRPORT BLVD. GRADE 40) y , T SANFORD, FLORIDA 40-7-871-2020 PARKER Mfs ci-lttd, 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, THIS DRAWING MAY BE RENDERED VOID. SHEET 2 OF 5 POOL BONDING NOTES: I. EQUIPOTENTIAL BONDING OF PERIMETER SURFACES REQUIRES A COPPER CONDUCTOR; MINIMUM #8 AWG BARE SOLID COPPER CONDUCTOR WHICH FOLLOWS THE CONTOUR OF THE PERIMETER SURFACE OF THE POOL FROM 18" TO 24" FROM THE INSIDE WALLS OF THE POOL AND WHICH IS SECURED WITHIN OR UNDER THE PERIMETER SURFACE 4" TO G" BELOW SUBGRADE. THE PERIMETER BONDING SHALL BE ATTACHED TO THE POOL REINFORCING SHELL AT A MINIMUM OF 4 POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. 2. ALL UNDERGROUND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS PER NEC 250.8. BONDING GABLES UNDER SLAB SHALL BE PLACED AT THE BOTTOM OF EXCAVATION. S. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA REBAR AS SHOWN, 4 LOCATIONS, MINIMUM AT EACH SEPARATE BODY OF WATER, USING A #8 AWG BARE SOLID COPPER CONDUCTOR. FOR NON-CONDUCTIVE POOL SHELLS, BONDING AT 4 POINTS SHALL NOT BE REQUIRED. 9. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE EQUIPMENT GROUND OF THE POOL PUMP MOTOR AND OTHER ELECTRICAL COMPONENTS AS REQUIRED BY NEC 680.26 (VERIFY LOCATIONS) USING 08 AWG BARE SOLID COPPER WIRE. 10. COPPER BONDING CONDUCTOR SHALL BE BONDED TO ALL METALLIC COMPONENTS OF THE POOL AND SPA AND THE METAL STRUCTURES, INCLUDING, BUT NOT LIMITED TO, ALL HANDRAILS, DIVING BOARDS, AND LADDER GRABRAILS IN THE POOL AND SPA AND AND INCLUDE ALL METAL WIRING AND ALL FIXED METAL PARTS THAT ARE WITHIN 5 FT. HORIZONTALLY OF THE INSIDE WALL OF THE POOL (SPA) AND 12 FT VERTICALLY ABOVE THE MAXIMUM WATER LEVEL OF THE POOL USING #8 AWG BARE COPPER WIRE. 3. WHEN REBAR IS UTILIZED FOR THE CONSTRUCTION OF PLANTERS AND FOOTERS il. ADJACENT TO THE POOL (WITHIN 5 FT), THIS 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 GONDUCTOR, BONDING JUMPERS, AND CONNECTIONS SHOWN ARE DIAGRAMMATIC ONLY. CONTRACTOR SHALL FIELD ROUTE TO DETERMINE 12 EXACT LOCATION. BONDING CONDUCTOR SHALL CONFORM TO THE SHAPE OF THE POOL WHILE MAINTAINING SMOOTH RADIAL CURVES - NO 90° RADIUS SHALL BE PERMITTED. ALL POOL AND SPA LIGHTING NICHES SHALL BE BONDED TO POOL AND SPA REBAR PER NEC 680. THE COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE REBAR AT BOTH THE POOL AND THE SPA, PER NOTE 8, ABOVE, WHICH SHALL, IN TURN, PROVIDE BONDING OF THE LUMINAIRE NICHES. ELECTRICAL CONTRACTOR SHALL GALL FOR THE INSPECTION OF THE BONDING OF THE POOL AND ITS PERIMETER SURFACES PRIOR TO COVER-UP OF THESE AREAS. 5. RESISTANCE OF THE GROUND SYSTEM SHALL NOT EXCEED 25 OHMS. G. IF REQUIRED, ALL GROUND RODS SHALL 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 LISTED MEANS PER NEC 250.8 TO THE BONDING CONDUCTOR. NOTES 2 AND 3 1. SPECIAL GASES MAY INCLUDE, BUT ARE NOT LIMITED TO, VANISHING EDGE POOLS, POOLS WITH PERIMETERS OF VARYING (VERTICAL) GRADES, DIMINISHED PERIMETER SURFACES LIKE EDGE PLANTERS, STOP/RETAINING WALLS, AND ZERO -LOT LINES. IN THESE GASES, THE BONDING CONDUCTOR SHALL BE INSTALLED IN ACCORDANCE WITH NEC 680.26, NOTE I (ABOVE), AND DIRECTION FROM THE AUTHORITY HAVING NOTE 3 JURISDICTION (AP-1). THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE BONDING WITH THE AHJ IN THE DETERMINATION OF IT'YPICAL APPLICATION OF THE NEC. " BOND JUMPER NOTE 9 TYPICAL BOND JUI NOTE 10 13 TYPICAL LADDER, HANDRAIL, DIVING BOARD, ETC TRANSFORMER PUMP MOTOR METAL CONDUITS OR PIPING SYSTE POOL REINFORCING Cal STEEL cp(;] pc;l III III 0 HEATER CASE JUNG71ON BOX IF USED) SWIMMING POOL I LT FIXTURE NOTE 11 TYPICAL TYPICAL POOL BONDING PLAN NOT TO SCALE POOL LIGHT NIGHE CONTROL PANEL(S) TYPICAL POOL BONDING SCNEMAT I C NOT TO SCALE SGHEMATIG NOTES: I. THE EQUIPOTENTIAL BONDING OF ALL CONDUCTIVE POOL SHELLS, PERIMETER SURFACES, METALLIC COMPONENTS, UNDERWATER LIGHTING, METAL FITTINGS, ELECTRICAL EQUIPMENT, AND METAL WIREWAYS/CONDUITS SHALL BE IN ACCORDANCE WITH NEC GSO26. OR, AS ACCEPTED BY THE AUTHORITY HAVING JURISDICTION (AHJ). BONDING LEGEND NOTE I BOND JUMPER NOTE 8 TYPICAL MINIMUM 5/8" DIAMETER COPPER GROUND ROD DRIVEN UNTIL MAXIMUM RESISTANCE VALUE OF 25 OHMS IS REACHED IF USED) NOTE I P,nNi']INr' rnNf l1GTOR NOTE I TYPICAL BONDING TYPES NOTES I, 4, NOT TO SCALE 5 AND 8 BOND CONNECTION, PER NEC 250.8 o PARALLEL TAP CONNECTION, PER NEC 250.8 UNDERGROUND BONDING CONDUCTOR, #8 AWG (MINIMUM) FROM POOL REBAR OR BONDING CONDUCTOR NOTES: 1. SPLICES (WELDED OR MECHANICAL) SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. yi1iG 111/•., z .. %s All t. 1117 PARKER MYNG 4 l G 'P.32645 PARKER MYNOPENBERG 4 ASSOC. INC PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS 1721 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32118 386) 6-1-1-6891 FAX (586) 6-77-2114 TYP I GAL RE5IDENTAL 5W/POOL DESIGN FOR ALL SEASONS POOL5 4 5ERVIGE 185 EAST AIRPORT BLVD. SANFORD, FLORIDA 401-811-2020 THIS SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER FILE COPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF ONE YEAR EXPIRING ON 12/31/17. IF THE FLORIDA BUILDING GODE IS ALTERED OR 1"0DIFIED BEFORE THAT DATE, THIS DRAWING MAY BE RENDERED VOID. SHEET 3 OF 5 4" DECK 3 BAR AT 12" ON CENTER T LONG TURN DOWN FOOTER DETAIL 1-03 BAR BRICK PAVER / CONTINUOUS POOL DECK 1-#3 BAR VERTICALLY — 4 MIN 36" ON CENTER 1-#3 BAR CONTINUOUS I. 9 B=1/2" X A PAVER DECK TURNDOWN DETAIL I 04 BAR AT 12" ON 3-1/2" TYP ALL SLABS FLAT 5LOPE/NO FOOTING TYPE I 21 #3 REBAR CONT. I FT IN G iv OR / STEEPER 1FTING T a, TO FT ldllelll MOTERATE SLOPE FOOTING TYPE 2 I--6--- ja4 BAR AT 12" ON CENTER If 4 BAR AT 12" ON CENTER N 24" 2 FT RETAINING WALL RETAINING WALL 3000 P51 PUMP MIX CONCRETE PNEUMATICALLY APPLIED, 14 BAR AT 12" ON CENTER #4 BAR AT 12" ON CENTER 5TEEF 5LOFE FOOTING TYPE 2 SLAB -FOOTING DETAILS 2500 MIN. GUNITE MAY BE SUBSITIUTED FOR 3000 PSI CONCRETE USE GXG 10/10 WWM OR FIBER MESH CURE FOR ONE WEEK BEFORE INSTALLING ANCHORS. CONCRETE PAVER DECK THE POOL CONTRACTOR SHALL PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN G" ON CENTER IN BOTH DIRECTIONS IN AREAS WHERE THE ANGLE OF REPOSE IN ENCROACHED ON OR THE POOL SHELL ENCROACHES INTO THE 1 TO 1 AREA. EXISTING STRUCTURE 2" X 4" STRINGERS PLACED AT 2 FT ON CENTER IN ALL AREAS STEEL TEX FORM W/ STRUCTURAL STEEL IN PLACE TO BE INDEPENDENTLY SUPPORTED AWAY FROM SHORING. THE POOL SHELL WALL SHALL BE — CONSTRUCTED AT G" THICKNESS. n 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 SUPPORTED TO PREVENT FROM KICKING OUT AT BASE. SNORING DETAIL IN LOCATIONS WHERE EXISTING FOUNDATION IS THREATENED BY UNDERMINING DUE TO ADVERSE CONDITIONS AT THE TIME OF EXCAVATION SHORING MAY BE REQUIRED. CONCRETE PAVER DECK 2" 3000 P51 CONCRETE W/ 2-03 REBARS RIBBON FOOTING W/ PAVER DECK 51DE WALL5 CONCRETE PAVER DECK ILI Nai'' VQ ID"§SIT! !OlJT VS 12 y C • rt 3000 P51 CONCRETE W/ 2-03 REBARS I Z RIBBON FOOTING W/ PAVER DECK FRONT WALL' r. rr PARKER ` I"(Y E/gNBERO, F':E,. -32645 itEi:{ if ln 3'- G" MIN. DISTANCE LESS THAN I ON I 45° STRINGER TO BE SUPPORTED BY CLEATING TO SUITABLE ANCHOR DEVICE SUCH 45 A 2" X 4" ATTACHED WITH ANCHOR NAILS OR TAPCON5 TO EXISTING CONCRETE LANAI OR EXISTING STRUCTURE OR ITS FOUNDATION. EXISTING STRUCTURE I' = FUSE 1/2" PLYWOOD SHEETING OR EQUIVALENT BUILDING MATERIAL TO RESTRAIN SIDE OF EXCAVATION BAGKFILL BEHIND SHORING TO PREVENT UNDERMINING OF EXISTING STRUCTURE. PROVIDE WEEP HOLES AS APPROPRIATE. CONTRACTOR SHOULD ATTEMPT TO CONSTRUCT ROUGH SHELL AS RAPIDLY AS CONDITIONS WILL ALLOW. THERE IS NO SUBSTITUTE FOR RAPIDLY BAGKFILLING EXCAVATION TO PREVENT UNDERMINING OF ADJACENT STRUCTURE. 3 BAR AT 12" ON CENTER 05 BAR CONTINIOUS , I ALUMINIUM SCREEN UPRIGHT 4 BAR AT 12" ON 05 BAR AT 40" ON CENTER WITH CELL FILLED WITH CONCRETE DECK DRAIN i 4" POOL DECK 9 30" 05 BAR AT 12" ON CENTER BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX CONCRETE 12" MUD SET \ XVQryL m 36" TURNDOWN WALL 3000 P51 PUMP MIX CONCRETE POOL SHELL 8„ 12" DECK DRAIN PAVER DECK 2 05 REBAR SMALL RETAINING WALL WALL 3000 PSI PUMP MIX CONCRETE ALUMINIUM SCREEN UPRIGHT 05 BAR AT 40" ON CENTER WITH CELL FILLED WITH CONCRETE DECK DRAIN i 4" POOL DECK r BLOCK WALL DETAIL WALL 3000 PSI PUMP MIX CONCRETE a4 BAR AT 12" ON CENTER SPA PARKER MYNOPENBERG 4 ASSOG. INC PROFESSIONAL ENGINEERS LANDSCAPE ARGHITEGTS 1729 RIDGEWOOD AVENUE DOLLY HILL FLORIDA 52118 SSG) 677-6891 FAX (386) 677-2114 I5" 04 BAR AT 12" ON CENTER TYPICAL RE5IDENTAL 5W/POOL DESIGN FOR t==•: ALL SEASONS POOLS 8 SERVICE 185 EAST AIRPORT BLVD. SANFORD, FLORIDA T1,4I5 SIGNED AND SEALED SHEET IS TO BE USED AS A MASTER ONEFILECOPY . IT WILL BE USED FOR A MAXIMUM PERIOD OF a'-2" YEAR EXPIRING ON 12/31/1-1. IF THE FLORIDA BUILDING CODE r IS ALTERED OR MODIFIED BEFORE THAT DATE, THIS DRAWING 6 FT RETAINING WALL MAY BE RENDERED VOID. RETAINING WALL 3000 P51 PUMP MIX CONCRETE PNEUMATICALLY APPLIED. `, s PARKER MY(NE NBE' T3.E#''1C d5 SHEET 5 OF 5