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Home My WebLink About1805 Madera AveAddress: Fax: 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the r uirements of thi rmit, there may be additional restrictions applicable to this property that may be found in the public records of this county, an"erepay)%�dditicq J4 �equ jed fro other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance notify f34 T p- PrintO er/Agent's Viiie Signature.of Notary -State of Florida Date r o Notary Public State of Florida Thomas M Mullen ,fit My Commission OD620243 Owner/Agent is _ P ona RCnown Ll 2/0612010 Produced ID APPROVALS: ZONING' /As/ UTIL: FD: Special Conditions: Rev 03/2006 rarl requirements of Florida Lien Law, FS 713. Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID ENG: BLDG: 3�wadk-i',3 S u r4` c e. . Fei 9�, r ' ` CITY OF SANFORD PERMIT APPLICATION RECEIVED :r Permit # :)= Date I ` 2 ` % ., 2�D7.. x . Job Address: J 96S /� C C -11m AiLe--- ,^ SUS m r� � �J o1 7 7 Description of Work: (_ �' 1�n,(-, ' r U C DOJ ► t Total Square Footage ' Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name & Address: rkki ISO S /0 ad•f12A - n .Z Phone: Contractor Name & Address: State License Number: Phone & Fax: Contact Person: Phone: Bonding Company: Address: Mortgage Lender' Address: Architect(Engineer: Phone: Address: Fax: 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the r uirements of thi rmit, there may be additional restrictions applicable to this property that may be found in the public records of this county, an"erepay)%�dditicq J4 �equ jed fro other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance notify f34 T p- PrintO er/Agent's Viiie Signature.of Notary -State of Florida Date r o Notary Public State of Florida Thomas M Mullen ,fit My Commission OD620243 Owner/Agent is _ P ona RCnown Ll 2/0612010 Produced ID APPROVALS: ZONING' /As/ UTIL: FD: Special Conditions: Rev 03/2006 rarl requirements of Florida Lien Law, FS 713. Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID ENG: BLDG: 3�wadk-i',3 S u r4` c e. j 9 Y CITY OF SANFORD PERMIT APPLICATION a Permit #: Date: LLrC/ T 0 Job Address: 1805 ty�add er<Q Q.w Scull-(lel 3 % 1 J j Description of Work: A;) eco ] Total Square Footage ! Historic District: Zoning: Value of Work: S i Permit Type: Building Electrical i/ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non-Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name & Address: _-A164k.-" Fki"a r J Q <Y'lad e (a- A-#-4- Phone: Contractor Name & Address: S , 1 ET e_. State License Number: Phone & Fax: Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to threquirements of thi pe it, re may be additional restrictions applicable to this property that may be found in the public records of this county, and there may a additi0 1 rmi re ' ed from o overnmental entities such as water management districts, state agencies, or federal agencies. Acceptant it i$_ ti th In ify the er of the ropeof the requirements of Florida Lien Law, FS 713, i 04 7 Signature of Terf<gefii Dat -� r2�FP�I /��7 Print Owner Agen� Je�'/�,/�`v"' Signature of Notary-State of Florida ate fid" wu Notary Public State of Florida Thomas M Mullen My Commission DD620243 / > ffk* gilN1SI "fi to Me or APPROVALS: ZONING: IJTIL: FD: Special Conditions: Rev 03/2006 Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID ENG: BLDG: Limited Power of Attorney Date: /- 2- 2X7, I HEREBY APPOINTrpulev TO BE MY ATTORNE)' IN APPLYING FOR A14 ELECTRICAL PERMIT FOR WORK TO BE PERFORMED BY S.E. DOLLEN INC. (LICENSE #EC13001719) ON THE SWIMMINO POOL/SPA LOCATED AT SqN F en F� ST FLORIDA LICENSE # D450-785-51-224-0 ACKNOWLEDGED: SWORN TO AND SUBSCRIBED BEFORE ME THIS // DAY OF rx- A.D. 20 0 by STANLEY DOLLEN, as President of SE DOLLEN, INC who is person yknown to me. STATE OF FLORID =off" °6 Thomas M Notary MSene of Florida COUNTY OF: '�j� My Commission OD920243 ?or° Ex ires 210 01 Com,_ NOTARY PUBLIC MY COMMISSION EXPIRES: _.- _.-. . - j r CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision' themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or _. lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person , who is employed by or has a contract with such owner and who acts in the capacity of a contractor.'' The... owner may not delegate the owner's responsibility to directly supervise all work to any other person . unless that person is registered or certified under this part and the work being performed is within the scope of that 'person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under 'ahis;', subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct. onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may.: not be built or substantially improved for sale or lease. If you sell or lease a building you have built or . substantially improved yourself within I year after the construction is complete, the law will presume. that...... you built or substantially improved it for sale or lease, which is a violation of this exemption. You may` not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and. by county or municipal licensing ordinances. You may not delegate the responsibility for supervising, work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, Alki RVE , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assure full iesponAility as an Owner/Builder Contractor, and will personally supervise all work - O e�rB4illder Signature De 13 FAek Print OwnerBuild rere Name .'-) �7 4 Signature of Notary—State of Florida Date i, o� Notary Public State of Floddi Owner is Personally Known to Me or has Thomas M Mullen Produced ID My Commission DD620243 Expires 12/06/2010 KesidentialSwimming Pool Spa and Hot,Tub Safdt YAC t� Notice ®f Aequirements 1 (live) acknowledge that a new swimming pool, spa or hot tub will be constructed or inat stalled ; Agg bran f-QQ•J 3--l-7'71 and hereby affirm that one of the`following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (Please initial the method(sl to be used for your noon The o0 p I will be isolated from access to the home by an enclosure that meets the Pool barrier requirements of Florida Statute -515.29; The 1L- 1 will be equipped with an approved safety pool cover that complies .with ASTM F1346-91 (Standard Performance Specifications for Safety covers for Swimming Pools, Spas and Hot Tubs); All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self-closing, self -latching devices with -release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection, or when. the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will he considered as committing a misdemeanor of the second degree, punishable by fines up to $500 and/or up to 60 days in Jail as established in Chapter 775, F.S. CONTRACTOR'S SIGNATURE & DATE CONTRACTOR'S NAME (PLEASE PRINT) OWNER S NAME (PLEASE PRINT) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 http://www.scpafl.org/web/re_web.seminole_county_title?parcel=31193150816000030&cpad=madera&cpad... 1/4/2007 ROSALIA DR DAVID JOHNSON. CFA, ASA Q 10 Q PROPERTY ;, , F.. APPRAISER m ,3 SEMINOLE COUNTY FL. Q 1- d —3 t3' � t Q 3 1 101 E. FIRST ST D s 0 td M 2 SAHFORE) FL32771-1468 d 4 j 407-665-7506 F 1, Q Q ? . tU 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-508-1600-0030 Number of Buildings: 1 Owner: FRYER ALBERT L & DIMPLE Depreciated Bldg Value: $9,331 Mailing Address: 1805 MADERA AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $31,428 Property Address: 1805 MADERA AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: SAN LANTA 2ND SEC Just/Market Value: $40,759 Tax District: S1-SANFORD Assessed Value (SOH): $40,759 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $40,759 Dor: 01 -SINGLE FAMILY Taxable Value: $0 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $0 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $0 WARRANTY DEED 1111987 01907 0036 $66,000 Improved Yes Save Our Homes (SOH) Savings: $0 QUITCLAIM DEED 10/1986 01782 0517 $100 Vacant No 2006 Taxable Value: $0 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND PLATS: Pick... Land Assess Frontage Depth Land Unit Land Units Price Value 2005 ENGINEERING REPORT ON FILE PER Method F.S. 627.7073 SINKHOLE REPORTS ALL LOT FRONT FOOT & 90 135 .000 400.00 $31,428 3 & N 37 FT OF DEPTH LOT 4 BLK 16 2ND SEC SAN LANTA PB 4 PG 39 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value EsIt.. Cost 1 SINGLE 1965 6 1,042 1,677 1,222 CONC $9,331 $11,963 BLOCK FAMILY Appendage I Sqft BASE SEMI FINISHED / 180 Appendage / Sqft UTILITY UNFINISHED / 90 Appendage / Sqft CARPORT UNFINISHED / 300 Appendage I Sqft OPEN PORCH FINISHED / 65 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New OVERRIDE 1979 450 $0 OVERIDE 1979 306 $0 OVERRIDE 1979 2,092 $0 OVERIDE 1979 210 $0 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently urchased a homesteaded property your next ear's property tax will be based on Just/Market value. Page 1 of 2 http://www.scpafl.org/web/re_web.seminole_county_title?parcel=31193150816000030&cpad=madera&cpad... 1/4/2007 1-7 RW S E. DOLLEN INC. FAX NO. 407 877 6826 Jun. 28 2006 04 07PM. P3 A- d CERTIFICATE OF LIABILITY INSURANCE D �� , F. PRDOUCER 1"K LTR OPIO DOLLS -1 1-04/04/06 THIS CERTIFIItATE IS. ISSUED AS A MATTER OF INFORMATION INSURANCE GROUP, INC. POLICY NER ONLY AND CONFERS'NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1 F. 0. BOX 160398 LIMITS ALTER THE COVERAGE AFFORDED BY THE POLICIES $FLOIN. ALTAMONTE SPRINGS FL 32716 Phone:407-869-0962 Pax:407-774-0936 A ING COVERAGE INSURERS AFFORDMAIC x COMMERCLALGENERAL LIABILm INSURED 10/O1/OS ar WpimUr PREMISES Edoowrorwe" 3200 000 INSURERA: American States/Safeco 19704 INSURER O: 'Florida United Businesses S. E. Dollen Inc. INSURER C: P.O. Box 770526 Winter,'Garden FL 34777-0526 PERsoNu s apv INJURjf1 s 1;;00b'000 INSURER D1. GENERAL AGGREGAT 3 2"000,000 INSURER E: CnVERAMFR GEWL AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIoP''`" THE POLICIES OF INSURANCE USTED BELOW NAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDWG - ANY REOUIREMENT. TERM. OR CONDITION OF AMI CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTWIGATE AMY be ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES OESCRISED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLA 4., 1"K LTR .. TYPE OF INSURANCEUMB . POLICY NER DATE (MWOMM EX DATE M Fy LIMITS GENERALLIAB7UTY F,4cMoccwirtENCE .:; :1 "000 000 A x COMMERCLALGENERAL LIABILm OICZ8740597 10/O1/OS 10/01/06 WpimUr PREMISES Edoowrorwe" 3200 000 CLAIMS MADE XI OCCUR MED EXP (Any ena pemm�) :. 6 1.0,''.000 PERsoNu s apv INJURjf1 s 1;;00b'000 GENERAL AGGREGAT 3 2"000,000 GEWL AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIoP''`" POLICY PEC-' LOC AUTOMOWL.E LIABtUTYCOMBINED ,. ELOA IY 350,000 A ANYAUTO OICES740597 10/01/05 10/01/06 (Eae�rst) ALL OWNED AUTOS BODRYINJURY = SCHEDULED AUTOS (Pet woo.,) X HIRED AUTOS BODILY INJURY -' X NO"WNED AUTOS (Per accktgnO 3 PROPERTY DAMAGE 3 - (Pet ==idem) . - .. GARAGE UAUAXrr AUTO ONLY - EA ACCIDENT S ' OTHER THAN EA ACC 3 ANY AUTO AUTO ONLY: AGG S EXCESSNMBRELLA LIABILITY EACH OCCURRENCE S OCCUR CLAIMS MADE AGGREGATE 3 -,.. S S DEDUCTIBLE S RETENTION 3 WORKERS COMPENSATIQN AND X TORY ldalY$ ER X EMPLOYERS! LIABILITY . 10633238 04/01/06 04/01/07 E.L. EACHACCKIENT t 100 000 ANY PROPRIETORIPARTNERIEXECUTIVE E.L. DISEASE - EA EMPLOYEE S100,000 OFFICERIMEMBER EXCLUOE01 If i, delcnbe under SPECIAL PROVISIONS below E.L. DISEASE • POLICY LIMIT $500,000 OTHER A Equipment Floater OICE8740597 10/01/05 7.0/01/06 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Electrical Contractor CERT CATS OLDER CANCELLATION POLKCOU SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION Polk County DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAR 10 DAYS WRITTEN Building Department NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. OUT FAILURE TO DO SO SHALL LI Fax# 863-534-6016 IMPOSE NO OBLIGATION OR ABILITY OG ANV 60MO UnOw T"m imSVRR 6R, ITS ACENTB C P.O. Box 9005, Drawer #CSO Bartow FL 33831 REPRESENTATIVES. - AUTIIO REPRESENT ACORO 25 (2001108) ® ACORD CORPORATION 1988 } "SROM ` S E DOLLEN INC. FAX NO. 407 877 6826 Jun. 28 2006 04 07PM P2 " Acs sTAtE cap FLORID DEP tTMENT OF _;Hti?S I SS ,ASB -. PROFESSIONAL 000 ATION NLECTRICAL ' CONTlUCT-ORS LICENSING, BOARD SEQ#L04061102336 WSE NHR D6 11 2004 03077�Zti87 ECl3001719 The .ELECTRICAL* CERTIFIED CO' NTRACTOR Named below: -:Z3 �'° w:` _ ?� <' Under the pirovis'ions of a 6 Expiration date: AVG 3 , 2006,. ORM'" DOLLEN, STANLEY l3DSq r' S. -R. • DOLLEN 'INC.-,- . • . • �: r,�� 133 W PLANT ":STREET � WINTER GARDEN FL 34787''_ ;. JE$ BUSE DIAN$ .CARR :-:GOVERNOR - = SECRETARY jip;=r ' RV JAW PLAT OF SURVEY DESCRIPTION a. :0 -'E NO,FTH 3700rZETOFL071 4 BLOCk' //o, SAN LANTA 2/VO SZCT/ON RECORDED IN PLAT BOOK 4 PAGES) 39 OF THE PUBLIC RECORDS OF SENI;.VC'LE COUNTY, FLORIDA 05' ly CB. W/NG W,41-4 h O�O /3500' .1245' e rr o.1 l I wCA I .PAT/C + - CONCr— \ l J`l Ian POOL necK A 2722' H 4.67' L` 40.73' c'cvC. CARPORT h /3500' l�2C•.�.'i . LIZ Sr,�>3LIS1iEL ":`; yFn FI -00D PR7flE AREfi. LAW✓F.�s T/TLF_ !ik'.'/P� /NC. I RANOA(: L .v:,7 p'T'rsArE W�T'TE.PME: E-G-� T c DA I E Or : Q'i LOT3� v LOT 4 � Q w? ,METAL 5A'O 1 -� N n m C1054W L//V.' ;ZnT SCALE 1 11 =30' 71 LIF. wrrvl THE Sr,�>3LIS1iEL ":`; yFn FI -00D PR7flE AREfi. LAW✓F.�s T/TLF_ !ik'.'/P� /NC. RANOA(: L .v:,7 p'T'rsArE STEVEN B. SWAGGEI�TY T c DA I E Or : THIS MEETS MEET- THE MINIMUM TFCHMC AL STANDARD! SET fORT'i tiY '4E FLOP.IDn ?OJ9D OF ;qNOSURVEYORS, BOUNDARY_ /O -z 8-87 PVRSV,;:'T )� ;'E TIC'/ 4+2. D27 Fl.1RIDA STATUTES. LAND SURVEYOR FOUND /0-2(6-87 CERTIFIED CORRECT: FINAL /0-28-87 3550 S.R. 46 W. / _ SANFORD, FLORIDA 32771 '( 305) 322-4630 REG. LAND SURVEYOR PJO.3_ _ SEC. �� ,T "'_ S, R.�% E -3URVPY DE SCRIPT;;�� _ i RECORDED' N ''!_:1r 9t),'.'K: PAGE (s) =2_' - T�= -ELiC RECCR_S ,. .' COUNTY, FLORIDA AA "J�' c 29 Z r —J I �I __ ...�• _ u —--z 3 i I 'n 1 �_ vs�t>�n�>�°asummaar��rao ML a I _ I 1 v vl 1 SCALE ;, ;, . r; ; u I�tr; �,rs TM I - - Z STEVEN B. SWAGGERTY DATE OF: THRs y E STSFLO THE MMiN'J A. T, -Allo SUR !YCR :! SET fORT"•'1Y -vE FLOPIDn 50.40 9f :ANS SUR STAM A; =.. . 0 BOUNDARY _ '= =_ PUR9-:: i-CTIC'/ 4'2.�2T Al:�A STATUTES. I LAND SURVEYOR FOUND _ -= CER '1FIED FINAL 5550 S.R. 46 W. SANFORD, FLORIDA 32771 'l ,375) 322-46:,0 _ REG. LAND SUAVEYCR NO' 3, BUYERS APPROVAL PENDING SURVEY SCALE: 1/8" = 1' 25 ft. cr) 5 ft. 6 in. 14 ft. 5 ft. 6 in. 5'Depth 04 N 3'Depth CHANGE ORDERS; A $200 SURCHARGE WILL CHARGED TO HOMEOWNER, PLUS OR MINUS THE NORMAL LIST PRICE OF THE ITEM(S) CHANGED. ADDITIONAL CHARGES COULD APPLY. THE FRYER RESIDENCE QUUW v)� r---------------------------------------------------------------------------------------------------- Pool Construction: Weather permitting, start time is approximately two (2) weeks after permits are issued (municipalities vary in time required). Time from day of dig to :chemical start up, is approximately (10) weeks. Further delays may arise due: to weather, holidays or lack of material availability. Allow as many as two (2):: additional weeks for jobs specifying brick pavers, custom rock work and/or retention walls. ------------------------------------------------------------------------------------------------------- NOTE: IRRIGATION AND/OR SEWER LINES AND ANYTHING NOT VISIBLE ABOVE GROUND ARE NOT THE RESPONSIBILITY OF MAGIC POOLS. LANDSCAPING AND SOD REPLACEMENT ARE THE RESPONSIBILITY OF HOMEOWNER UNLESS SPECIFIED IN CONTRACT. IS104.. 9' Main Dramcress®r r w9 Kit SPI048RKIT �{ _ t cif s t 1. Ii award ain Drains S a and ai Drain Accesso Ito a 048AV SPplace.49ASP1051A1 SP1052AV SP1053AV & SP1054AV ` Remove existing cover from main drain, it presently in place. V •Place gasket provided with Main Drain Accessory Kit on the rim within the main drain, linin u m M• drain. 9 p holes in gasket with holes ori t Insert Main Drain Accessory Kit into main drain with beveled side facing side port of main drain. This is the only morn • Drain Accessory Kit will fit into the main drain and he securely in place against the gasket. Make certain before proceeding. Y positron the'Matn, Screw the body of the Main Drain Accessory Kit into place with two (2) )-inch screws provided- gasket is seated or r Place cover of Main Drain Accessory Kit onto housing, aligning the legs on the bottom of the cover so the of the flapper, pushing the flapperp open. The wording on cover will be read right side up when looking at the main drain from the - side port. This is the only way the Main Drain AccessoryYPush down on the arms • Remove the warning label from the cover of the Main Drain Accessory Kit, exposing the second screw Kit cover will lit into place on the main drain. holnd screw cover thio with two (2) 1.1/4 inch screws provided. Make certain screws engage in rim of Main Drain Accessory Kit. Tighten secu e, aplace rely. i Instructions for Installing Hayward Main Drain AccessoryKit into Hayward Main Drain SP1153AV & SP1154AV Remove existing cover from main drain, if presently in place - • Place gasket provided with Main Drain Accessory Kit on the rim within the main drain, lining u holes i drain. The gasket will fit loosely within rim of main drain. Make certain gasket is seated correctly before roce - i insert Main Drain Accessory Kit into main drain, linin u P n gasket with. holes on main main drain. Main Drain Accessory Kit can be oriented in any Position for hales on Main Drain Accessory Kit with the screw holes on the. led „,«o,dar�e • Screw the body of the Main Drain Accessory Kit into place with two (2) ]-inch screws provided. i Asr , A 2.1 •Place cover r, Main Drain Accessory Kit onto housing, aligning the legs on the bottom of the cover so nz.,e e,.,. of the flapper, p g - PPeG ushin the flapper open. they push down on the arms ,ed Suction Remove the warning label from the cover of the Main Drain Accessory Kit, exposing the second screw hole, and screw cover into ID9 92 GPfi place with two (2) 1-1/4 inch screws provided. Make certain screws engage in rim of Main . Drain Accessory Kit. Tighten securely. NOTE: DO NOT ATTEMPT TO IjEQAA A� ±' ' PL PLACE THE MAIN DRAIN ACCESSORY KIT EASE CONTACT YOUR LOCAL SUPPLIER/POOL DEALER FORASSISTANCE. PER ASSEMBLY. ARD RECOMMENDS THE USE OF ITS MAIN DRAIN SORY KIT SP1048RKIT T0, REDUCE THE RISK OF PMENT OR EVISCERATION. INSTRUCTIONS reatf }he follow►n ,Important Safet�r infarmation operate a pool without all main drain covers SECURELY in place. IE to ensure main drain covers are SECURELY attached could result OUS SOUILY INJURY or DEATl1. ILY the correct Hayward stainless steel screws to secure cover. If are lost, order replacements from your supplier. I codes require TWO functioning pool drain/suction outlets. If installation has only one main drain/suction outlet, Hayward 'ain Accessory Kit SPI048AKIT is recommended. The pool shall not be operated if the suction outlet cover is missing, broken or secured in such a way that it can be removed without the use of tools. If the suction outlet system, such as a filtration system, booster system, automatic 'cleaning system, solar system, etc., has a single suction outlet, or multiple suction outlets which can be isolated by valves, each suction outlet shall protect against bather entrapment by either: A) An antivortex cover, 8) A twelve inch by twelve inch (12" y. l2-) or larger grate, C) Otlrer means, (e.g. Hayward Main Drain AccessoryKitSP1048RKIT)- CAUTION: All drains must be installed according to applicable codes and standards in effect at time of installation. The open area of the grate must be at least four (4) times the area of the pipe, or provide sufficient area so the maximum velocity of the water passing through the grate will not exceed two feet (2') per second. With anti -vortex type outlets, entrance velocities may be increased to six feet (6') per second. HAYWARD Po dab, Hayward Pool Products, Inc.y 900 Fairmount Avenue Hayward Pool Products: Inc. Hayward Pool Products Canada m 2875 Pomona Boulevard Elisabeth, NJ 01207 2880 Plymouth Drive Pomona, CA 91168 Oakville, Ontario L61-1 5R4 Visit our wnhcira :., Hayward S.A- Zone Industrielle de Jumet 8 •6040 Charleroi (Belgium) _07. 48 DA P0gL*-ACC T aJ7190d687 ` CR *T `AFT LnteroEpc c Afsmoraad, ; ,r•.: h �. , .. n ,� x*t'a'i k `3s1F�r 0000�w MING POOL, PIPING TIJRN ApIrA ` ANT A 110 BD*IVtC 3eccion 424.6.3 o r y f the Florida 81,itdin8 Goch vrtcuunp relief Should grate cover be f°Qu�tes a back-up��srjcc7c to pcovtde mll�Ing. "$itch —u S temsI, cl ~Vac -Alen" vacuo , . y m release device Coda and is eppro„cd for meat: the scandal kt b the Florids 174parlmcw. Vsc wl:hi:r• �t�utttdictto� defiled Count Y u+tdutg ,' !. u APprov cd eat pIpl,lg - Cor.,'racic;c muss , au(cd for master IIIc and ane co c P(O ide one DriwinS t0 Show pS o. eoEiaeeted dca �8itteeted drawing signed end Witte to be l buai Posted at job site y Vent plpc size ink propu}Y s, ced per Cade with t,s >; Suction pip:zt, 1rit�d$rateJ. A '1""rnum distanc, to MkIci ttean von,tee connection, j underuraeer ter;gut o; .vent A Vent tcrmintction dtstali pipin , whicl, shUws Protec:ian fmrn blocks QroPer terrtirsatian of vent is we;l as Jt �a�minttlien. by debris. �ct infeataGdn or and have a iha vcnt,tia(termitttLte no tea tnicrobivloRicai y VVI:kming Jabci to raeent Carr; than i 2'. above finished grade Osuoas per minute oCtiow p wiclz i aI tcstcd. t I: 011ier appra •" ctavi:ed or . Buitdictg pc 'n�rs maf b_ subrnit(ed 1l i means 1zid p'u=enc gad upoq sp;ror.7l of the Di1i1Cjrr'eviaw co the Orange Covn(r (( , Y be crrp,cmtrted for uic. & C Iia,, such dcviccs or i �i ti Y t M�� HAY ARD POOL PRODUCTS? INC. 900 FAIRNIOUNT AVENUE •ELIZABETH. NEW JERSEY07MI -(SM)351 SAM EXT, Z?92 • E-mail FAX (qOB)351.1s32 November 19th, 2001 Hayward Pool Products, Inc. — Sales 988 Bearded Oak Terrace Longwood, FI. 32779 „ . F u. Attention: Mr. Randy Kusiv Subject: Regulatory Status— Hayward Main Drains / Frames and Grates Dear Mr. Kusiv: The intent of this letter is to clarify as completely as possible the Regulatory Agency Testing that has been conducted on Hayward Main Drain Covers. Hayward first became aware of the then IAPMO Standard for Suction Fittingsrn 1983 and that year conducted tests on all Suction Fittings to confirm that they complied with the IAPMO Standard. As a result of that in-house testing several cl Hayward's Suction Fitting Covers were redesigned to comply with IAPMO Standard SPS 1-84. SPS 1-84 was officially adopted by IAPMO in October 1984. In December 1987 the IAPMO Standard became ASME/ANSI Standard A 112.19.8M and in 1988 Hayward began to submit suction fittings to Underwriters Laboratories (UL) for evaluation and testing to this standard. UL issued File NIH15456 Section (1) in October 1988 for Hayward Listed Suction Fittirigs. By 1992 all of Hayward's Suction Fittings had been submitted to UL for testing and evaluation and UL File MH 15456 Section (2) had been issued eoJ�. Hayward Suction Fitting Covers SP1440B, V1440B SP1440B2, SP1440133, SP1440B4, SP1440S, S 1444, SP1444SC, SP 44 F and SP1444HFSC have been tested and approved based on the ASME/ANSI Al 12.19.81A Standard and -are described in UL File MH 15456 Volume (1)' Section (1). g Hayward Suction Fitting Covers SP1031 B, SP103213, SP1033 SP1048C, . SP1048E, SP1.048E1, SP1053B and SP1048RKIT have been tested and approved based on the ASME/ANSI Al 12.19M Standard and are described in UL File MH 15456 Volume (1) Section (2). �+ The reference in some Hayward Literature to ASTM/ANSI A112 is incorrect. The correct number of the standard is ASME /ANSI Al 12.19.8M — 1987. We have alerted our Marketing Department to use the correct standard number in future editions of publications. . 9XFAIRMOUNT AVENUE • ELIZABETH, NEW JERSEY0721J1 a(gppj351 e T 22�tJ We hay e enclosed with this letter a complete and up to date copy of o File MH 15456 Sections (1) and (2) with accompanying -UL Test Records. UL Document covers all Ha ds S Hayward Main Drain Covers that comply with the ASME /ANSI Al 12.19.8M — 1987 Standard, wrnpiies with ASME/ANSI Standard Al 12.19.8M'L We trust that the above information and explanations will help you clarify the and confusion that is being experienced in your Sales Area. If you have any.furthlerms questions please contact us at the letterhead telephone and facsimile numbers or at the E-mail address provided. Very Truly Yours, i /� j T, OMAS� D/8 EARL (`�,�� ' Project Engineer Encl (1) UL Report MI -115456 C/ B. Aubrey • _ ^ � ("3 1(. p J. Gigi L. Lei HAYWARD I L I Americas ' I Pool %ate, Systems. - Excerpt from Florida Building Code to go into effect January 1, 2002 Private Swimming Pools 424.2.6.En4ineeriag Design 424.2.6.1 Conformance Standard. Design, construction and workmanship shall be in con with ANSI/ NSPI-4 1999 "Standard for Aboveground J Onground Residential SwtmmtnB and ANSI /NSPI-5 1995 "S tandard for Residential 3wtriirntng Poo1s" published by the N, Spa and Pool Institute, orOther accept engineering practice (Note: This version of NSPI-5 sets suction rine water velocity maximum level at 8 feet er seed P 424.2.6.6 Entrapment Protection for Suction Inlets. Su the pool 6.6.1 Location. ction inlets shall be provided and arranged to produce circulation throe the pool or spa. h g 01 424.2.6.6.2 424.2.6.6.2 Testing and Certification. All pool ands has been tested and accepted by a recognized testing facility Pa and comply w0 inlets lith ANSI/ASME A1coves 12 "Suction Fittings for Use in Swimming Pools, Spas, ifot Tubs, and Whirlpool Bathtub Appliance Exception: Surface skimmers. formance IMPORTANT SAFETY NOTE: Do not use or operate poo! or spa if the inlet filling is broken, or loose. g missing, 424.2.6.63 Entrapment Avoidance. If the suction inlet system, such as an automatic cleaning vacuum cleaner system which has a single suction inlet, ormultiple suction inlets which can be isolated b valves, then each suction inlet shall protect against user entrapment b either an a system, u a 12"x 12" grate or larger, or other approved means. y Y approved antivortex cover, (Note: It appears that a permanent self-closing flap requirement as "other approved mover the suction inlet fitting will meet the soon.] eans". An Advisory opinion will issued on this by the Commission In addition, all pools and spas shall be required to have a backup system which shall provide vacuum relief should grate covers be missing. Alternative vacuum relief devices shall include either. I -Approved Vacuum Release system 2 -Approved Vent piping ' 3 -Other approved devices or means -- � ��. ,ur,urrneroetatts. 424.2.6.4 Suction Inlets Per Pump. A minimum of twosuction inlets shall be provided for each pump in the suction inlet system, separated by a m nimum of 3 feet or located on two different planes, i.e., one on the bottom and one on the - wall, or one each on two separate vertical walls. These suction inlets shall be plumbed such that water is drawn through them simultaneously through a common line to the PSP• rlc SP10/0RK T BY HAYWARD MAIN-OMN -// �— SP104ORKIT BY HAYWARD MAIN -DRAIN } S`�U N R I S STEVEN R. FELICES PRESIDENT E sTATE CE$mncAnON A CPC037053 OOLS ` & `� " �� :. SPAS (407) 262-9311 • NEW Pool. CO►+STIWCIION . • REMOVATKINS SPEQAUST • Om 17 Yas. ExrERIU CE . E-MAIL: S"LS OOL@AOI..CO.W x'7. AMER 'UMP 1a -PVC UNI. ` -4--, C UNE TAVC LNE f - L — .ANTIVORTEX CO E MAIN-0RAIN SP104ORKIT BY F . HAYWARD S SKIMMER AP 1.5'PVC UNE LP'PVC .r�_UNE - � I-S^PVC UNE =� ®_-i 3'PVC UNE 2_PVC UNE 70 FEATURE PUMP v ; ANTIVORTEX COVER SP10/0RK T BY HAYWARD MAIN-OMN -// �— SP104ORKIT BY HAYWARD MAIN -DRAIN } S`�U N R I S STEVEN R. FELICES PRESIDENT E sTATE CE$mncAnON A CPC037053 OOLS ` & `� " �� :. SPAS (407) 262-9311 • NEW Pool. CO►+STIWCIION . • REMOVATKINS SPEQAUST • Om 17 Yas. ExrERIU CE . E-MAIL: S"LS OOL@AOI..CO.W SPA 2'TOPUMr y ANTIVORTEX COVER 1.6' PVC Y PVC SPIMRKIT BY HAYWARD 01/02/2007 14:42 4073289985 DAVE PAGE 01 T BUILDING DIVISION, ROBERT C. OLIN, Interim Manager 801 South Roeal)md Avenue, 19t Floor ■ Reply TO: p09t Me Bout 8687.Orlando. pIoTida 88802-2687 40743&5550 - Fax 407886.551.0 www.orw4ccountyfl,net/Deptjgmwth/buOdWg/(Icfault.htm August 20, 2003 Pool Barrier 1313 S. Killian Drive Lake Park, FL 33403 Re: Child Safety Barrier Dear Sirs: Orange County Building Division has received and approved the following attached information for your pool safety fence system: • Signed and sealed ASTM D3787-89 Test Report letter of certification m Signed and sealed ASTM D5034-95 Test Report letter of certification ® Signed and sealed ASTM G53-96 Test Report letter of certification • Copy of Twitchell Fabric T70 -DFS -002 Evaluation • Copy of Twitchell Fabric T70 -DFS & DMS Evaluation ® Copy of Twitchell Fabric T70 -DMS Textilene'Evaluation • Copy of a Signed and Sealed Structural Load Test on aluminum pole o Copy of installation guidelines If you have any questions, please feel free to contact me at (407) 836-5751. Sincerely, Don Fields Deputy Chief Plans Examiner DF/Ig INDEX Introduction Overview Step 1 - Planning the Installation 1 A - Plan Considerations 1 B - Pool Location 1 C - Surface Requirements 1 D - Grass Installs 1 E - Paver Installs Step 2 -job Layout 2A - Establishing the Fence Outline 2B - Marking the Initial Drilling Points 2C - Proceed with Marking the Surface 2D - Marking to Complete the Fence Enclosure 2E - Creating Angles and Turns Step 3 - Drilling Process 3A - Drilling Equipment 3B - The Drilling Process 3C - Installing Deck Sleeves 3D - Installing the Fence Sections 3E - Altering the Fence Sections 3F - Fence Tension 3G - Final Steps Reference A Pool Barrier Specifications Reference B Basic Tools Required WARNING Before proceeding with any installation please be sure that you are familiar with local, state and federal regulations governing your actions. State and local building codes should be consulted to ensure that all provisions are met for final inspection . The Pool Barrier' child resistant safety fence is manufactured by ; Pool Barrier, Inc. 1313 South Killian Drive Lake Park, Florida 33403 Tel. 561-841-0800 Fax 561-841-0888 1/2/2007 Proprietary - For the exclusive use of Pool Barrier dealers. POOL SARRIERT" INSTALLATIONINSTRUCTIONS 1N7RODVC77ON This presentation has been prepared for Pool BarrierTM customers around the world. In some cases generic terms have been substituted for specifics. Measurements may appear in both standard and metric terms. OVERVIEW Pool BarrierTM Child Resistant Pool Fence is designed to prevent small children ages from 1 to 5 years, from gaining access to residential swimming pools. There are a variety of methods used to assist a parent or caregiver in preventing children from accidental drowning, but none offer both the high degree of security and the ease of operation that the Pool Barrier removable pool fence offers. This type of fence has been use in the United States for more than 35 years. Pool Barrier dealers have installed more than one million feet of Pool Barrier fence on all types of deck surfaces around the world. Those installations have been subjected to a wide variety of conditions without incident. Properly installed Pool Barriers will give many years of trouble free service. POOL BARRIER "" INSTALLA71ON PROCESS S7FP 1 - PLAN 7HEINSTALLA77ON The primary concern when planning for the placement of the Pool BarrierTM, is to ensure that small children are blocked from all possible points of access to the swimming pool. Concern must also be given to adult access for care and maintenance, ease of use, and the esthetic requirements of the family it serves. IB - POOL LOCA 77ON • Freestanding in -ground swimming pools When the swimming pool is positioned to allow unobstructed access around its entire perimeter, the recommended fence placement is to surround the pool with the fence. Ideally, the fence should be positioned a minimum of 24 inches back from the waters edge. This placement allows space for an adult to move along the waters edge and maintain the pool, or if necessary, retrieve a person or object from the pool. It also allows enough room for a child to climb out of the swimming pool safely and move about the waters edge. � r r r r ' r r � r Fence placement for Pools bordered by fixed barriers These are swimming pools that may be bordered on one or more sides by a natural or manmade barrier such as a rigid fence, screen enclosure or a portion of the dwelling. These cases will also require that the Pool Barrier be placed 24 inches away from the waters edge, but it may not be necessary to completely surround the swimming pool. A portion of a wall or fence maybe used in conjunction with the Pool Barrier so as to form a complete protective barrier that effectively prevents a child's access to the swimming pool . 1/2/2007 Proprietary - For the exclusive use of Pool Barrier dealers. 1 2 WA iL OK 3 SialES WALL Ol1i 2 Sll)ES � r — POOL I BOOL � III — — — — — — 1--- — oaoR FEJYCE PLACEMEf1�T ' Not Recommended.- A configuration where the fence is placed far enough back from the pool that it allows chairs, tables and chaise lounges to be placed inside the perimeter of the fence. These objects should not be placed immediately beside the fence where a child may use them to assist in climbing over the fence. I C - CONCRETE / STONE SURFACE REQUIREMENTS Removable mesh fencing must be installed under tension in a rigid surface to provide proper security. Typically, the swimming pool is bordered by a concrete or stone patio into which the fence is installed . To accept the drilling process the rigid surface should be: • A minimum of four (4) inches thick and six inches wide. This provides enough surface area to accept the drilling process without cracking. • The rigid surface should run beneath the entire length of the fence. (Diagram 1 c) • A safe installation in wood decks is possible using the patented Pool Barrier TM Wood Deck Sleeves. 1 D - OPTIONAL GRASS / SOIL INSTALLATIONS Ideally. the fence should be installed in a concrete footer such as the one pictured below. Diagram 1 c • 0 Installing this type of fence directly into soil and / or grass is not recommended if it is to be used for preventing a child's access to the swimming pool. It is possible to dig under the fence or for erosion to occur that may permit a small child to pass beneath the fence and gain access to the pool. If the fence is to be used for small pets, or to block a play area temporarily, then hollow aluminum tubes can be inserted in the ground, and the fence posts may be inserted into the tubes. (see attachment for soil installations) 1 E - INSTALLING ON PAVERS Pool Barrier recommends that you proceed carefully with installations on paver surfaces. A determination must me made as to the sub -surface on which the pavers have been installed. Generally two situations exist, pavers over a soft subsurface such as soil or sand or installations over a rigid 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 placing the interlocking pavers upon that surface. 11212007 Proprietary - For the exclusive use of Pool Barrier dealers. 3 • Installing this type of fence into pavers that have been installed over a dirt or sand base is not generally recommended without first lifting the pavers that are directly beneath the fence line and applying a base of several inches of concrete. Once the concrete has set it will provide a firm, sturdy base to receive the fence sleeves. • For situations where the pavers are installed over a concrete surface you may drill through the paver and into the concrete below. You must ensure that the sleeve is firmly embedded 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 example above would add an extra measure of security. STEP 2 -JOB LAYOUT Note: Before proceeding with the installation, the deck area surrounding the pool should be kept dry and swept free of dirt and debris. Do not get the surface wet since it will make marking the deck difficult during preparations for drilling. 2A - ESTABLISHING THE FENCE OUTL/NE Begin by using chalk or some other water-soluble product to place marks around the perimeter of the pool at a distance of approximately 24 inches away from the waters edge. This can be done quickly and indicates the outline where the fence will be positioned. This outline will assist you in marking the deck to position where the holes will be drilled. It will also allow the installer to determine how much fence will be needed. Pools with straight sides should be marked using a builders chalk line to insure that all sides are straight and true. Irregular, or free form pools, will require marks at regular intervals less than 3 feet apart around the entire circumference of the pool. NOTE: In order to maintain a visually pleasing appearance try to plan for straight or broad, gently curving lines. Once the perimeter has been established, a decision must be made regarding the length of fence sections to be used. Generally, the longest fence sections available are used whenever possible, followed by shorter fence sections to fill any gaps. Pool BarrierT" fence is available in sections as follows; • 3 foot section = 2 poles spaced 36 inches apart (center to center) • 6 foot section = 3 poles (36 inch centers) • 9 foot section = 4 poles (36 inch centers) • 12 foot section = 5 poles (36 inch centers) • 15 foot section = 6 poles (36 inch centers) 18 foot section = 7 poles (36 inch centers) 28 - MARKING THE INITIAL DRILLING RD/NTS The best device to use for marking the deck surface is a "China Marker". This is a marker used to make marks on glass, porcelain and other slick surfaces. It works very well on many deck surfaces. A red or blue is good for the deck surface and a yellow marker works well for marking mesh prior to making cuts. Make all marks as small and as light as possible. NOTE: To provide maximum resistance to force, plan to install the fence with the mesh and screws pointing away from the swimming pool. Measure, and make your marks accordingly.. The fence entry point or gate is normally centered at the pool steps. Wherever you position the entry point gate is where you will begin marking the patio surface for drilling. • As an initial reference point, make a small mark where the center of the gate opening will appear (a). The mark should be away from the waters edge a minimum of 24 inches. • On either side of the center mark, make additional marks one and one quarter inches to the left and to the right of the center mark (b & c) as per diagram 2B below. These additional marks represent the center points of the first holes that you will drill. 1/2/2007 Proprietary - For the exclusive use of Pool Barrier dealers. 4 3 2 112 /LACHES b a CENTER LINE 24" to poor? INCH HOLE Diagram 2b 2b • Lines (b) and (c) represent the center of the holes, make additional marks one half inch to the left and right of both (b) and (c). When you begin drilling, the one and one eighth inch bit will help you line up the drill easily and the drill bit will devour the lines. • Finally, place small arrows as shown to indicate the position of the drill while these holes are being drilled. This small item will allow the drilling process to move more quickly and fewer mistakes will be made. In this case, the gate hole will need to be drilled so the holes face away from each other slightly. More about this later. NOTE: When you mark the gate you must also provide holes for when the gate is in the open position". See diagram below. STEPS TO POOL —+-* 1�fl C7 C) Q Pole A Hole 'B' is drilled and sleeved to accept Pole 'A' when entering the pool. The process is repeated on the opposite side and a six foot entry is Created. 2C- PROCEED WRH MARKING THESURFACE 1 /2/2007 Proprietary - For the exclusive use of Pool Barrier dealers. 5 Once the two holes at the starting point have been marked, the remainder of the layout can be marked for drilling. Using the chalk marked perimeter as a guide proceed to accurately mark where the holes are to be drilled. Remember, use longer fence sections where possible and measure one section at a time. Measure once and check twice. Between each section (when ending one section and beginning another) the center of the last hole and the center of the first hole in the new section will be 2 Yz inches apart. FENCESEC77ONS HAVE POLES PLACED PRECISEL YAT 36 INCH CENTERS OIiSl8A00 bpl1Al®0A m+0plJOAa 2 Zf2 JA. S6 FAoJGas NOTE.• Once you have chalked the fence outline on the surface you can also mark the surface one hole at a time to insure that the fence will be straight and tight. This method takes a bit longer but generally fewer mistakes are made by the less experienced installer. Continue to maintain two and one half (2.5) inches between adjoining sections. 2D -MARKING TO COMPLE7F THE FENCE ENCLOSURE Rarely will you be able to complete a fence enclosure with complete sections of fence. At one or more points it may be necessary to shorten a fence section in order to complete the installation. The diagram below shows a typical situation and how the marks would appear on the deck surface. DIAGRAM 2D 1 2 3 4 5 6 7 8 9 10 o----------o----------o----------o----------o----------o o-----------o----------o------o 1 36-1 2.5 inches 4 115-1 Numbers 1 through 6 represent a 15 foot fence section. Numbers 7 through 10 represent a nine foot section that is being shortened. Note that the space between holes 9 & 10 is shorter to finish the fence run. 2E - CREATING ANGLES AND 7URNS A ninety degree (90°) angle can be created as per the diagram 2E: Diagram 2E 11212007 Proprietary -For the exclusive use of Pool Barrier dealers. 6 E 2. 5N to forma 90 degree angle - shorten span to 35_5 inches and ti&dst poles to form angle as shoum ***When marking for turns and angles remember that the distance from one pole to the next will decrease, it will no longer be three feet. /-r a 36" b .� d Pole (c) is inserted to produce are angle without cutting the fabric. STEP 3 -.DRILLING PROCESS 3A - DRILLING EQUIPMENT Core Bore Drill and Stand e 1/2/2007 Proprietary - For the exclusive use of Pool Barrier dealers. 7 A proper drill is absolutely necessary to achieve a safe, attractive fence installation. The drill most often used is a concrete core bore drill rig with a rigid drill stand. Generally these drills are water fed to keep the drill bits lubricated during the drilling process. This tool provides the stability to achieve the precise cuts and angles necessary for a tight fitting fence. Hammer drills and / or hand held drills should not be used since they are difficult to control and often will not provide the necessary clean, precise hole required to receive the plastic pole sleeve. Drill Bits The drill bits are one and one eighth inches (1 1/8") in diameter and diamond tipped. Climatic conditions and local rules will determine the hardness of the concrete, which will then determine which drill bit should be used. The drill bit vendor should be consulted as to the proper bit for the concrete mix in your area. These bits must be lubricated and cooled with a trickle of water while drilling. 3B - THE DR/LL/NG PROCESS The Pool Barrier fence operates on tension, and the fence tension is created by drilling holes in the surface at various angles. DRILLING DEPTH - Holes must be drilled to a depth 3 Yz inches and a width of 1 1/8th inches. DRILLING ANGLES - To create the angles necessary you can use something as simple as a wood shim or wood paint mixing sticks. Simply place the shims under the drill stand to create the angle that you need. The angle from absolute vertical will rarely exceed 3* degrees off center. — 3' In the diagrams below, the arrows indicate in which direction to lean the drill at various places around the pool. DIAGRAMS 3B b d ,P q q 4 miw 0 �- EXAMPLE 1 1 /2/2007 Proprietary - For the exclusive use of Pool Barrier dealers. 8 NOTE: com °' EXAMPLE 2 rem Start the drill first and then lower the drill bit to the mark on the deck surface. DANGER: While drilling, water coming out of the hole should be milky in color from the concrete residue. If the water coming out of the hole should suddenly turn clear, stop the drill immediately. Clear water indicates that the drill bit has come in contact with something other that concrete. It may be steel, plastic, wood, copper wire etc. Stop, clear the hole, and examine it carefully before continuing. Core bore bits will cut through steel reinforcing rods, but not plastic, wood etc. In rare cases, water lines or electrical lines may have been placed illegally just beneath the deck surface. DO NOT PROCEED. The home owner must correct the situation or the fence will need to be relocated. As you are drilling you should stop and wash off the patio surface before any of the drilling residue dries. If the residue is left to dry, it will be more difficult to remove, and in some cases the residue may leave permanent stains. Drilling residue should be kept out of the pool. But, if some of the water and residue should enter the swimming pool, it may cloud the pool water. Generally, the pool's filter system will clear the water. • NEVER LEAVE. THE DR/LL UNATTENDED WH/LE ITIS RUNNING. 3C -/ NSTALL/NG DECK SLEEVES Once the drilling has been completed and the cores have been removed from the drilled holes, the sleeves can be inserted in the holes. Hole width may vary slightly as the drill bit wears. A tight fitting sleeve indicates that the drill bit has worn too much and it should be replaced. A loose fitting sleeve is usual when using a new drill bit. If the sleeve is too loose you may wrap the lower portion of the sleeve with a small piece of duct tape and that should help provide a snug fit. 3D - INSTALLING THE FENCESEC77ONS Once the holes have been sleeved you can begin installing the fence sections. To ease erecting the fence, simply lean the pole slightly as it is inserted into the sleeve. Wait to install the latches until all of the sections are in place. 3E- ALTER/NG THE FENCE SECTIONS If a section of fence needs to be shortened, proceed as follows. Step 1 - Measure from the center of one hole to the center of the next hole where the section is to be shortened. Step 2 - Lay the fence section down with the molding and screws facing up. Step 3 Transfer the measurements taken between the holes to the fence section, being careful to mark both the very top and very bottom of the mesh material. NOTE; TRY NOT TO LEAVE A RAW EDGE AT THE END OF THE SECTION. INSTEAD, MAKE THE ADJUSTMENTS TO INTERIOR POLES IN THE SECTION. (SEED/AGR.4M 31) THIS METHOD RETAINS THE BINDING ON THE MESH AT THE END POLES WHERE MORE STRESS IS PRODUCED. 1 /2/2007 Proprietary - For the exclusive use of Pool Barrier dealers. 9 Step 4 - Use a very sharp razor to cut the mesh top to bottom in the area of the mesh that will become waste. Make the cut at least a hand width away from your marks if possible Step 5 - Remove the molding from the pole carefully. Try not to move the mesh if possible. Step 6 - Take the portion of mesh with your marks and lay it over the pole that has the molding removed. Center your marks on the center of the pole. Step 7 - Reinstall the molding over the double layer of mesh. Step 8 - Finally, using a very sharp razor, carefully trim away the excess mesh material. 3F - FENCE TENS/ON Once the fence has been erected the final step is to put the latches and latch eyes where each section meets. NOTE: when installing latches or latch eyes it may be necessary to ream out the hole by inserting / removing a screw several times with your electric drill. Also if you moisten or lubricate the screw portion of the latch and especially the latch eye, they will insert with ease. NOTE: Leave the gate or entry point until last. Once all of the latches have been placed, go to the Pool Barrier entry point These two poles should be forming a slight "V". Squeeze the poles together, realizing that the tension should be appropriate for both a man and woman. Use the appropriate length latch to create the proper tension. 3G - FINAL STEPS As a last step it is sometimes useful to number each section with a permanent marker to assist- the customer in re - erecting the fence should it be removed. Attention: Identification stickers (provided) that comply with ANSI Z535.4 must be affixed to the fence structure. Finally, the customer should be shown how to use the fence properly. Please demonstrate • How to use the gate • How to remove and erect the fence • Proper maintenance procedures REFERENCEA POOL BARRIER"" SPECIFICATIONS The Pool BarrierTM standard removable mesh fence is constructed to withstand the assault of small children. However, it has withstood hurricanes, freezing and equatorial temperatures, adult partiers and a variety of other indignities. With minimum care, the product will last many years. Fence Poles & Moldings • T-6063 Marine Grade Aluminum with Tri -Core^" construction • One inch outside Diameter • 0.20 Wall Thickness Pole Length 53 inches • Powder Coated (when applicable) Polyester Resin,50/59 gloss reading, applied in Pool barrier facility. Mesh Fabric • High quality Textilene® mesh manufactured by Twitchell Corp. • Poly -vinyl material with a nylon core designed specifically for outdoor use • Ultra -violet inhibitors (2000 hr. test) • Extremely tear resistant & fire resistant Fence Sections • Built to a height of 48 inches • Individual sections are constructed in sections of 3, 6, 9, 12, 15 and 18 feet with pole placed 36 inches apart on center le; a 9 foot section would have 4 poles 0----0----0----0 1 /2/2007 Proprietary - For the exclusive use of Pool Barrier dealers. 10 Surface Sleeves • Constructed of high impact plastic composite • Length - 3.5 inches • Inside diameter One (1) inch • Outside diameter one and one-eighth inches • Caps are provided for the sleeves when the fence is not in use. REFERENCE B Basic tools required to complete an installation: • CORE BORE CONCRETE DRILL AND STAND • CONCRETE CORE DRILL BITS 1 1 /8th inch • POWER SURGE PROTECTOR • ELECTRIC DRILL 1/2 INCH • 1/4 INCH DRIVE NUT ATTACHMENT FOR DRILL (2) 1/4 INCH CARBIDE BIT FOR HAND DRILL (2) SMALL PLASTIC ANCHORS FOR WALLS • OUTDOOR ELECTRIC CORD • GARDEN HOSE e SPRAY NOZZLE FOR HOSE MEASURING TOOL CHALK LINE HACKSAW & EXTRA BLADES RUBBER BOOTS (GOOD QUALITY) • RAZOR KNIVES WITH BREAKOFF POINTS . NEEDLE NOSE PLIERS • RUBBER OR PLASTIC MALLET • CHINA MARKERS 1/2/2007 Proprietary -For the exclusive use of Pool Barrier dealers. 1 1 It REMOVE EXISTING DECK & POOL $7500 5 ft, 6 in. 14 ft. 5 ft. in.� ® o 5'Depth co N 3'Depth THE FRYER RESIDENCE C� QUUW�nvI r--------------------------------------------------------------------------------------------------- Pool Construction• SCALE: 1/8" = V Weather permitting, start time is approximately two (2) weeks after permits are issued (municipalities vary in time required). Time from day of dig to :chemical start up, is approximately (10) weeks. Further delays may arise due: to weather, holidays or lack of material availability. Allow as many as two (2): additional weeks for jobs specifying brick pavers, custom rock work and/or retention walls. ------------------------------------------------------------------------------------------------------- NOTE: IRRIGATION AND/OR SEWER LINES AND ANYTHING NOT VISIBLE ABOVE GROUND ARE NOT THE RESPONSIBILITY OF MAGIC POOLS. LANDSCAPING AND SOD REPLACEMENT ARE THE RESPONSIBILITY OF HOMEOWNER UNLESS SPECIFIED IN CONTRACT. y?: GENERAL NOTES A 1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS `SEE CONTRACTORS POOL PLAN. 2. POOL WALLS SHALL BE 5 " THICK AND FLOORS SHALL BE 6 " THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. 3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2004 AND FLORIDA BUILDING CODE RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS AND ANSI/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE 2005, 4, ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40, REINFORCING SHALL BE # 3 BARS AT 12 " O.C. EACH WAY W/ 15" LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 6' USE # 3 BARS AT 6" ON CENTER EACH WAY IN THE AREA OVER 6'. IF CONCRETE IS CAST AGAINST BARE EARH WITHOUT A SEPARATION BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 1%". 6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WITH # 8 AWG COPPER WIRE. #8 AWG COPPER WIRE TO BE RUN INTERNALLY AND EXTERNALLY WITH THE NEC APPROVED PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN. 7. EQUIPOTENTIAL BONDING TO BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 680.26 OF THE N.E.C. 2005. 8. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 9. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM I FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 10. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AID/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 11. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 12. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 13. IF A WATER SUPPLY iS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAK WILL BE PROVIDED. 14. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 15. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN ON-OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RELIGHTING THE PILOT LIGHT. 16. SPAS AND HEATERED POOLS SHALL HAVE A COVER DESIGNED TO MINIMIZE HEAT LOSS UNLESS 70% OF THE ENERGY FOR HEATING IS DERIVED FROM NON-DEPLETABLE ON-SITE RECOVERY SOURCES. 17. PROVIDE GLAZING IN WALLS AND FENCES ENCLOSING SWIMMING POOLS, SPAS, & HOT TUBS WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 60" ABOVE A WALKWAY SURFACE AND WITHIN 60" HORIZONTALLY OF WATER'S EDGE, 18. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. 5, WATER LINE LIGHT fi" TILE STEPS 6" MAXIMUM RISER = 12' I \ MAXIMUM TREAD = 10" (240 SQ. IN.) DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION LONGMUDINAL POOL SECTION BRICK COPING if -6"X6" TILE SPILLWAY (WIDTH SEE PLAN) YARIES POOL' WATER LINE t #3 BAR CONT, W/ CONCRETE TOPPINGONDECK COMPAOPTIONAL) W/ CTED GROUND SLIP RESISTANT 5' WALL -W/ 8'X8' BOND MATERIAL REMOVED. 4" NOW W/FIBER MESH, ORyVA#IC BEAM USE 2 #3 BARS CONT. REBARS. 4' MIN. 8" MIN. JUNCTION BOX (BY OTHERS) 18" MIN. TO TO TRANSFORMER TOP OF LENS (BY OTHERS) MARBLE PLASTER FINISH REFER TO ATTACHED DRAWING U.L. APPROVED 120 VAC/30OW POOL LIGHT W/ FOR DATA REGARDING DUAL G OR 12V/30OW POOL LIGHT W/ LOW WATER SUCTION OUTLET SYSTEM AND CUT OFF IN U.L. APPROVED GREY PLASTIC VACUUM RELIEF SYSTEM FORMING SHELL W/ #8 BOND -PER N.E.C. 6'X6' GLASS BLOCKS #8 AWG COPPER -WIRE MOUNTED IN 2500 PSI 71MECLOCK CEMENT (IF SPECIFIED) TO PANEL #1 AT 12" O.C. EA WAY' SER CT BOX TSPST OGGLE RAISED SPA DETAIL 4' MIN. F sm 1 B" IN. W -P• DISC PUMP POOL DECK 12 V TRANS 3 112 IN W COND 412 V/300 W W/ LOW ALL ELECTRICAL MAX. 5' WATER CUT–OFF SHALL CONFORM 24 OR 120 V.A.C. W/ GFI W/ ART 680 14'-18" PER N.E.C. N.E.C.2005 ELECTRICAL DIAGRAAA BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING AND ALL UNDISTURBED PERMANE T hIARRIER, METAL PF W IN 5ARTS 0FT HORIZONTALT SEPARATED LY FROM SOIL BOND BEAM DTI CAL L (NO VOIDS) WATER 12 FT VERTICALLY OF MAX WATER LEVEL W/ / 2 8"X8B' ' BARS CONT. ,.nI/� MIN. 1 36' COVER OVER SWMOUT DETAIL ALL BARS SEE_ NOTE #5 VARIES - SEE PLAN THERAPY #3 AT 12" 18" O.C. EA. WAY _ —4• RETURN � (15T SPECIFIED) 6" 1" GUNITE REBOUND 2-8' 0 ANTI -VOR EX DRAINS ,r SEPARATED BY 3' SPA SECTION 5 #3 BARS 12' O.C. EACH WAY STEELTEX FORM (OPTIONAL) POOL STRUCTURAL DETAILS THE 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 AT 6" THICKNESS. THE STEEL MAT AND SHELL WALL SHALL BE EXTENDED ALONG THE CRITICAL AREA. AND TO A POINT 'WHICH 15 GREATER THAN HE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE i ON 1 1 METHOD. TYPICAL WALL AND FLOOR W7HIN ANGLE OF REPOSE RDO H. EPARD ON, P.E,." L' P. O 1933 5 S. SE ORA BLVD. TE. 1093 WENT R' PAR' L. 3 792 PHO E: (407) 679-7500 (407) 679-9188 FILTER SYST3A 1. MAIN DRAIN LINE 2- SKIMMER LINE 3. WASTE UNE 4. RETURN LINE 5. PRESSURE CLEANING LINE (OPTIONAL) 3 A. HAIR do LINT STRAINER B. RECIRCULATOR PUMP C. FILTER D. IN–LINE CHLORINATOR (OPTIONAL) E. HEATER (OPTIONAL) VALVE F. ANTI ENTRAPMENT SYSTEM 28' MIN. PER MANUFACTURER SPECJWATL — LADDER CROSS BRACE MANUFACTURER'S ALL LADDER TREADS HAVE SLIP RESISTAN WEDGE ANC AND ESCUTCH 3' MIN. 6' MAX BE TREAD AND POOL TYPICAL SWIMMING POOL LADDER SECTION RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION DRAWING SWIMMING POOL SPECIF6CATI0N FOR: do To SCALE SHEET 1 OF 3 DWG BY DASH APPD BY GHS s TILE��`coNT.Bw/ Irr 1111 5• 5 WALL DISTHANBRICle1G>�t]�ANCE LESSEXISTING )� ROW�Ci DECK VE POURECKCK O� POUR 11 0� STRUCTURE ALTERNATE BEAM FINISH DE I AQ_ PLAN EXPIRES ONE YEAR FROM THE 6" THICK WALL SIGNATURE DATE OR THE EFFECTIVE DATE OF A MAJOR FLORIDA BUILDING CODE CHANGE WHICHEVER IS SOONER #3 BARS AT 6- O.C. EACH WAY J/'91�S OTSTEELTEX FORMMARBLE 4Eo PLASTER A FINISH THE 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 AT 6" THICKNESS. THE STEEL MAT AND SHELL WALL SHALL BE EXTENDED ALONG THE CRITICAL AREA. AND TO A POINT 'WHICH 15 GREATER THAN HE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE i ON 1 1 METHOD. TYPICAL WALL AND FLOOR W7HIN ANGLE OF REPOSE RDO H. EPARD ON, P.E,." L' P. O 1933 5 S. SE ORA BLVD. TE. 1093 WENT R' PAR' L. 3 792 PHO E: (407) 679-7500 (407) 679-9188 FILTER SYST3A 1. MAIN DRAIN LINE 2- SKIMMER LINE 3. WASTE UNE 4. RETURN LINE 5. PRESSURE CLEANING LINE (OPTIONAL) 3 A. HAIR do LINT STRAINER B. RECIRCULATOR PUMP C. FILTER D. IN–LINE CHLORINATOR (OPTIONAL) E. HEATER (OPTIONAL) VALVE F. ANTI ENTRAPMENT SYSTEM 28' MIN. PER MANUFACTURER SPECJWATL — LADDER CROSS BRACE MANUFACTURER'S ALL LADDER TREADS HAVE SLIP RESISTAN WEDGE ANC AND ESCUTCH 3' MIN. 6' MAX BE TREAD AND POOL TYPICAL SWIMMING POOL LADDER SECTION RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION DRAWING SWIMMING POOL SPECIF6CATI0N FOR: do To SCALE SHEET 1 OF 3 DWG BY DASH APPD BY GHS INSTALL PERMANENT WATER LEVELER IN DECK WITH ANTI -SYPHON INSTALL DUAL SKIMMERS PLUMBED DEVICE AT HOSE BIBB. TOGS HER AND LOCATED FOR OPTIMUM SKIMMING ACTION. USE MINIMUM OF 3 RETURNS LOCATED AT + 1 B"BELOW WATER LEVEL TO DIRECT WATER TO SKIMMERS. WATER LEVEL USE MINIMUM OF 3 RETURNS LOCATED AT + 24" BELOW WATER LEVEL AND STRATEGICALLY LOCATED TO DIRECT WATER TOWARDS SKIMMERS. CONSIDER AT LEAST ONE RETURN TO SWEEP ACROSS THE BOTTOM OF THE SWIMMING POOL. TO PUMP DEADLINE TO PUMP LOCATION INSTALL MAINDRAIN W/TOOL-REMOVABLE PLUG TO BE REMOVED ONLY BY SERVICE PROFESSIONAL FOR POOL SERVICING. (DEADLINE INSTALLATION OPTIONAL) ALTERNATIVE: INSTALL MINIMUM OF (3) FLOOR RETURNS SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS VENT TO ATMOSPHERE SO VENT WILL NOT BE BLOCKED BY DEBRIS, INSECT INFESTATION, OR MICROBIOLOGICAL CONTAMINATION (COVER MUST COMPLY WITH ANSI/ASME A112.19.6 M) 3'-0' MINIMUM SEE ALTERNATE TT 2^0 2"0 SUCTION INLET j SUCTION INLET 1 V2" 0 (MAIN DRAIN) (MAIN DRAIN) MAXIMUM DISTANCE 2'0h" 0 ALL VENT TO VENT TEE PIPING = 1 f." 0 CONNECTION = 1 " ATMOSPHERIC VENT PIPE LENGTH 2"0 MINIMUM = 16" MAXIMUM = 30" ALLSUCTION TO PUMP PIPING= Y0 GENERAL NOTES 1. THE MDX DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. 2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC- BUILDING 2004 AND SECTION R4101.6.6 FBC-RESIDENTIAL 2004 W/2006 REVISIONS. 3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME A112.19.8M-1987 AND DRAIN COVERS MEET THE REQUIREMENTS OF ANSI/ASME Al 12.19.8M-1 987 FOR ANTI -HAIR AND BODY ENTRAPMENT. 5. THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE. FOR METHODS AND MATERIALS OF CONSTRUCTION, REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON FILE WITH THE BUILDING DEPARTMENT. VENT COVER MAY BE GUTTER DRAIN SUCH AS HAYWARD MODEL SP -1019 2 - 90" ELBOWS 1 W 0 /VENT PIPE 1 \ 12" MIN. " II , A,H."ED GGRAaE , 3UGGF_9'7'ED/ DETAIL VENT COVER MAY BE GUTTER DRAIN 2- 90° ELBOWS i� 12' MIN (OPTIONAL) DEBRIS CONTAINMENT CAMSTER WATER LEVEL— ANTI-VORTEX _— 2uo DRAIN MDX FLOOR DRAIN 1%"o �- VENT LINE ATMOSPHERIC VENT PIPE LENGTH \ I� MIWMU61'1r MAXIMUM..w 18* MIN 2 % -O OR EQUAL TO 24" MAX CIRCULATION LINE AADX DEBRIS REAAOVAL SYSTEM ALTERNATE SUCTION INLET SYSTEM MAY INCLUDE 1 ON THE BOTTOM AND ONE ON THE VERTICAL WALL OR ONE EACH ON TWO (2) SEPARATE VERTICLE WALLS ATTACH PLACKARD WHICH STATES THAT VENT IS A SWIMMING POOL. SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. DRAWING TO SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE THE MAXIMUM VACUUM WITH ONE DUAL SUCTION INLET SYSTEM & ATMOSPHERIC VENT SYSTEM IN ACCORD WITH SECT 424.2.6.6 FLORIDA BUILDING CODE -BUILDING 2004 W/ 2006 REVISIONS AND SECT R4101.6.6 FLORIDA BUILDING CODE -RESIDENTIAL W/2006 REVISIONS SUMP PLUGGED AND TO RELEASE A. BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SECONDS MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR 59 GPM JAN 007 A TO PUMP 2" 0 OR LARGER CIRCULATION LINE AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT TM SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. SWI t (A- kdI„ION FOR: MOTTO SCALE SHEET 2 OF 3 DVVD BY - GHS ORD, N H. S. PARDS N, P.E. L P.E': 19333 025S.5 ORAN, LVD: �7E. 1093 'R WIN ,PAR;'-L 3292', PH E:,'(407),67 , . 6 F (4-7) 675-9188 SWI t (A- kdI„ION FOR: MOTTO SCALE SHEET 2 OF 3 DVVD BY - GHS 1 2. 3. 4. 5. 6. 7. CONCRETE DECD TURNDOWN GENERAL NOTES PAVER. BRICK - ice- a� •� ` MATERIAL 4 1-#5 REBAR—' - CONTINUOUS q MAx 4" 0 PILASTER EVERY 5' WITH _ 143 REBAR _-*3 BAR A= 12" TO 24" —VERTICAL* 3 BAR @ 36--O.C. RNISHEO GRADE O'OR FLATTER B= 9" TO 181, NOTE: < Z' B= '/. x A 6" MIN ¢•]I LGROUND PAVER DECK TURNDOWN DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (> 4 TO 1). TURNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH # 3 REBAR. TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004, FLORIDA BULDING CODE, RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. IF THE OF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" o PILASTER WILL BE REQUIRED EVERY 5 FEET THAT WILL BE EITHER 2' 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. (NOWL -GfL4DE —GRAD GRADE TYR71 1# 5 BAR g 25 BAR 1 CONT CONT - PAVER BRICK Qliz .4.. Q p= d'. ALTERNATE PAVERS ON TURNDOWN 8, A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL DIMENSION FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OF 33" (FOR AN 18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY TO V 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 GROUND REACHES 30" (FOR A 12" TURNDOWN 36" (FOR AN 18" TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY TO V VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 10, IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TOP OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. DECK TURNDOWNS NO FOOTER ✓8" X 8" FOOTER 8" X 12" FOOTER FOOTER NOTES 1 FOOTER SHALL BEAR. ON ROCK. CLEAN SAND OR. STRUCTURALLY SOUND SOIL (>1,500 PSI) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. 2 CONRETE SHALL HAVE A 2B DAY STRENGTH OF 2,500 PSI W1 FIBER. MESH OR 6X6 -10X10 VWd MESH. 3 3 -# 3 BARS IS EQUIVALENT TO 1 4-5 BAR. 4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER OVEP. THE TOP OF THE FOOTER OR ABUTTING THE FOOTER. 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED. THE SWIMMING POOL CONTRACTOR MUST COORDINATE CONSTRUCTION OF ANY REQUIRED FOOTEP. WITH THE SCREEN CONTRACTOR. AIL1 12" X 12" FOOTT;ER TYPICAL FOOTER DETAILS i 2007 /GORD NH. S. PARD ,ON, P.E. L P. O'19., 33 1025 5_'S 0 BLVD.. TE, 1093 Vv,INT RPA . . FLPL" 792, PHD, E: (407) 00 FAX:' (40.7);679-9188 SWALE FOR DRAINAGE e 4 a - ',6 G•dV:G •G -#:3 BAR 7 A= 18" TO 24" VERTICAL # 3 BAR @ 36`O.C. .PAVER BRICK B=12"TO 18- 1 - #5 8"1-#5 REBAR. CONTINUOUS N OTE: ALTERNATE PAVER B= 74 X A LOCATION MASTER DRAWING FOR - FOOTER AND DECK TURNDOWN DETAILS NOTTO SCALE SHEET 3 OF 3 DVJD By- GHS #3BAR CONTINUOUS 4" CONCRETE DECK ' 1- # 3 EAR VERTICALLY @ 35" ON CENTER COMPACTED 12" to 24" TURN -DOWN MATERIAL B' 4' OR FLATTER 1- #5 REBAR-----= / CONTINUOUS 4 FINISHED GRADE 4" DJ PILASTER MAX EVERY S WITH 1' 6" 22' 1-# 3 REBAR 6" MIN �4 N07 TO SCALE 4 `OLD GROUND 1 2. 3. 4. 5. 6. 7. CONCRETE DECD TURNDOWN GENERAL NOTES PAVER. BRICK - ice- a� •� ` MATERIAL 4 1-#5 REBAR—' - CONTINUOUS q MAx 4" 0 PILASTER EVERY 5' WITH _ 143 REBAR _-*3 BAR A= 12" TO 24" —VERTICAL* 3 BAR @ 36--O.C. RNISHEO GRADE O'OR FLATTER B= 9" TO 181, NOTE: < Z' B= '/. x A 6" MIN ¢•]I LGROUND PAVER DECK TURNDOWN DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (> 4 TO 1). TURNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH # 3 REBAR. TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004, FLORIDA BULDING CODE, RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. IF THE OF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" o PILASTER WILL BE REQUIRED EVERY 5 FEET THAT WILL BE EITHER 2' 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. (NOWL -GfL4DE —GRAD GRADE TYR71 1# 5 BAR g 25 BAR 1 CONT CONT - PAVER BRICK Qliz .4.. Q p= d'. ALTERNATE PAVERS ON TURNDOWN 8, A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL DIMENSION FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OF 33" (FOR AN 18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY TO V 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 GROUND REACHES 30" (FOR A 12" TURNDOWN 36" (FOR AN 18" TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY TO V VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 10, IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TOP OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. DECK TURNDOWNS NO FOOTER ✓8" X 8" FOOTER 8" X 12" FOOTER FOOTER NOTES 1 FOOTER SHALL BEAR. ON ROCK. CLEAN SAND OR. STRUCTURALLY SOUND SOIL (>1,500 PSI) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. 2 CONRETE SHALL HAVE A 2B DAY STRENGTH OF 2,500 PSI W1 FIBER. MESH OR 6X6 -10X10 VWd MESH. 3 3 -# 3 BARS IS EQUIVALENT TO 1 4-5 BAR. 4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER OVEP. THE TOP OF THE FOOTER OR ABUTTING THE FOOTER. 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED. THE SWIMMING POOL CONTRACTOR MUST COORDINATE CONSTRUCTION OF ANY REQUIRED FOOTEP. WITH THE SCREEN CONTRACTOR. AIL1 12" X 12" FOOTT;ER TYPICAL FOOTER DETAILS i 2007 /GORD NH. S. PARD ,ON, P.E. L P. O'19., 33 1025 5_'S 0 BLVD.. TE, 1093 Vv,INT RPA . . FLPL" 792, PHD, E: (407) 00 FAX:' (40.7);679-9188 SWALE FOR DRAINAGE e 4 a - ',6 G•dV:G •G -#:3 BAR 7 A= 18" TO 24" VERTICAL # 3 BAR @ 36`O.C. .PAVER BRICK B=12"TO 18- 1 - #5 8"1-#5 REBAR. CONTINUOUS N OTE: ALTERNATE PAVER B= 74 X A LOCATION MASTER DRAWING FOR - FOOTER AND DECK TURNDOWN DETAILS NOTTO SCALE SHEET 3 OF 3 DVJD By- GHS ,THIS IIWgWbq FPI W.�CEMENT Permit No. NAME fu , IJc�2l exon Tax Folio No. State of Florida ADDR. C) L-( &11A � Foie`` b r County of Seminole LcvKe ato, rzl� � '70) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. , 1. Description of property: (legal description of the property and street address if available) i_Dt W i�i ilk I b 'l_ Im Sc=c, Si4id ua Ai T A P6 J3 2. General description of improvement: ,,` N1 C' /'t'amb 3. Owner information a. Name and address i o,5 fwd era. J-)-lr-e. Sa r)t{ r( b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) 1101111 HI 11H I no III 10 W Im UN IN 11 In 0111M 4. Contractor MARYANNE MORSE, CLERK OF CIRCUIT COURT a. Name and address (1_ SENINpt_E Cf UNW AK 09584 Pn 1@361 tlonl T b. Phone number Fax nuG1bMK+ S it 2007020369 5. Surety RECORDED 02/08/mo7 @0:20:22 RM a. Name and address 71) RECORDING FEES 10.H RECORDED BY T Kloke b. Phone number Fax number c. Amount of bond CERTIFIED COPY 6. Lender A9ARYANNE MORSE a. Name and address %'j �/J _ CLERK OF CIRCUIT COURT SEMINOUE COUNTY, FLORIDA b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other docu s . p provided by Section 713.13(1)(a)7., Florida Statutes:` a. Name and address 7) i' d { F 8. b. Phone number Fax number In addition to himself or herself, Owner designates f ' of to recei e a copy 713.130)(b), Florida Statutes. a. Phone number Fax Expiration date of notice of commencement (the expiration date is 1 yi date is specified) S37h"'7 affirmed) and subscribed before me this "P/t, l ' tiJ✓' Personally Known OR Produced Identification Type of Identification Produced Signature of Notary Public, State of Florida Commission Expires: 7r - day of tz^~— 520c, , by ,rya o Notary Public State of Florida Thomas M Mullen My Commission DD620243 +orao� Ex ires12/06/2010