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2019 Hibiscus Ct - bR08-001574 (Inground Swimming Pool) DocumentsRECEIVED r CITY OF SANFORD PERMIT APPLICATION MAY ® 8 2008 Application #: 0 `` Submittal Date: ( ty, /^y. y^, ^ r U I , / ITl l'1 A I coJobAddress:, Value of Work: $, o Parcel ID: `7 511 roc60(04 o Zoning: - Historic District: Description of Work:— -r-V M[ S j L) 1 CM M IMF ,V ....................................................... Square Footage Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool It( Sign 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 Commercial Occupancy Type: Residential Commercial industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) i •PropertyOwner•ly C-?f I l J1 11 1 • • • • • • • • • • • • • • • • • Contractor%'` 0 84Pi •f_ ,i Y ,11• •1 n Address: CA Address: DC3F-O I • VULA5(.l i t/ p L 2 Phoneua'`, — ; A!%E-mail: Phone. oOState License Number: b Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Phone: Address: Fax: Plan Review Contact Persona S Pho .'aaA ao Fa JS-Q910 E-mail:WeS@CkciU_ilx.A- Co'yll 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. 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 ATTORNEYBEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. . 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 nagement istricts, state agencies, orfederal agencies. Q Acceptance of permit is verification that I will notify the owner of the property of. a uire Florida Lien law, FS 713. Al t` a._4- 22 -Cg G &L -ot S-ignature of Owner/Agent Date Signature of Contractor/Agent Date L do E . New mQn 14 -22-08 i,1,es% G - I i Print Owner/ Agent's Name Print Contractor/Agent's Name S to ar-SAMPER Date f :4 MY COMMISSION # DD 695350 f . EXPIRES: November 16, 2011 Bonded Thtu Notary Public Underwriters Owner/Agent is rsonally Known to M_, a or ` -bus 1 LProducedID t Kno - 17W5 1 APPROVALS: ZONING: V, U'DUTIL: FD: SpecialConditions: Rev 07.07 MtA STAMPER MY COMMISSION # DD 695350 EXPIRES: November 16, 2011 Bonded Thru Notary Public Undonwitere Contractor/Agent is V Personally Known to Me or Produced ID Z BL / . ENG: Application # : Job Address: Parcel 1D: 51 — I I — CITY OF SANFORD PERMIT APPLICATION ihl-,,('li —,, Ct C QQ — Dt D 1y Zoning: Submittal Date: Description of Work: l ,I CL 1 Y COLL 4 y C7 1_0) Value of Work: S (ODD, 0 O Historic District R. 0 eFootage: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair — Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: n # of Stories: # of Dwelling Units: Flood Zone: FEMA form required) UU• ............................ Owner: eContractor. and, i C ( l I J Address: Cl Address: r_- 51 1_&k r 1 C:1 a f Phone E- mail: PhoVState License Number: Ei w J a 53 Bonding Company: Mortgage Lender: Address: Address: Architect/ Engineer: Address: Plan Review Contact Person: Phone: Fax: Phone: Fax: E- m ail: 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 meek 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 an 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. 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. 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 proppty of the requirements of Florida Lien Law, FS 713. Signature of Owner/ Agent Date Signature of Contractor/Agent Date Li;naia E. 6. ,-e, Print / s ame Print Contractor/Agent's Name utlWtr of otpfpy tgM R Date Signature of Nota -State f MY COMMISSION # OD 695350 DEBBIE BLAN°TON' y Z. EXPIRES: November 16, 2011 MY COMMISSION # DD629096 Bonded Thru Notary Public Underwriters w - rXpIRES: February 25, 2011 OP ` Fl. Notary Discount Assoc CO- I-NW-3-NOTARY Ow er/Agent is Personally Knrow n to e,ol / Contractor/Agent is ersonally Known to M o Produced ID f( NJ17 a5'I P O" 1 _ProducedID C%f J APPROVALS: ZONING: UTIL: FD: ENG: Special Conditions Rev 07.07 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 5'9-o s I hereby name and appoint: ccfhC(. n Lo wd fn an agent of U—Ckj(6-0 \ u 0-nd Vn c- Name of Company) to be my lawful attorney- in- fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All , permits and applications submitted by this contractor. The specific permit and application for work k j b i 5 Gu S 0f • WCu Street Address) Expiration Date for This Limited Power of Attorney:. - License Holder Name: State License Number: Signature of License Holder: U STATE OF FLORIDA COUNTY OF at: The foregoing i ent as acknowledg d before me this 'day of , 200 b who is ? personally ., Ypto me or ? who has produced as identification and who did (did dotj take an oath. Notary Seal) . P DAVINA LEE STAMPER t : i1 MY COMMISSION # DD 695350 EXPIRES_ November 16, 2011 Rev. 3/27/07) Signature Print or type name Notary Public - State of Commission No. My Commission Expires: n LIMITED POWER OF ATTORNEY 15-q-D Y Date I hereby authorize Wdtn of WVGUI Cbo L W6 b/D 1 A to sign his/her name on my behalf in order to apply for c L) CA CLAY permit for the work to be performed at: Lot _ 1 _ Subdivision C C LU( Address S A k1 _ Type or print name of company and License # of Contractor AACJ Signature of Licensed<Qhtrvtor STATE OF FLORIDA ORANGE COUNTY The foregoin ent was knowled ed.before me this _'H`day of 20, by (name of person acknowledging) Signature of Notary Pub c-State.of Florida DAVINA LEE STAM:695j50 00MMISSION # DDEXPIRES: November1dedThtuNotaryPublkUPrint, Type or Stamp Commissioned Dame Personally known or produced identification Type of identification produced 7- MECHANIC'S LIEN LAW AFFIDAVIT 1, % ,n -Yq_/) ,--,A A„ , the owner of the real property upon which improvement(s) are to be constructed, have received a copy of the Mechanic's Lien Law warning, Chapter 713, part 1 Florida Statutes. I have also received the new section in the Florida Lien Law, Section 713.015. Im rovement(/s to be constructed on lot 4,0 , block , Subdivision osc. ! en If not in a platted subdivision attach legal description. CIX.A% Owner's Signature 4?0> 1 6,srrs << Address sin) Drr> .3-277 / City, State, Zip Code The A?regoing was acknoyvled ed before me this (-OkL day of 200 by who is personally knoWh tome or who has produced 5C)— as identification and who (DID) or (DID NOT) take an oath. 10/1 /03 Seal: Expires: DAVINA LEE STAMPER MY COMMISSION 0 DD 695350 a EXPIRES: November 16 2011 Pf .iy Banded Thru Notary PUW Underwriters m e I INN 1111111 Oil 11 all III IN 111111110111 o 0 01/11111 IN I loll THIS INSTRUMENT PREPARED BY: Name: Lj d PmL. .)rl MARYANNE MORSkf CLERK UP CIRCUIT C(A,JRT Address:a350N- O1USi L't'!(- SEMINIIA-_ COUNTY . Oilu1C-1 3> it SC;n tNoLE CauNTY HK 0 989 G'g 0;i:b; f1pg1State6fFlorida CLERK'S # 20[18054039 RECORDED 05/08/2008 11119:15 AN RECORDING FEES 10.00 NOTICE OF COMMENCEIVIEWIRDID BY L McKinley Permit Number Parcel ID Number (PID) 3 i- I -SI J ' O 000 C2 6 q O 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. and street address if available) rI aTIFIED COP`1 s YANNE MORSE 3Z 7 7/ aEKn QF CIRCUIT Cfl.URTItM. FLORIDA OWNER INFORMATION Name and address: L CONTRACTOR Name and address: ',,^,!d ^ '' DD 4—5,2d O %%• 111941S1:9, 41A. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(f)(b), Florida Statutes. Name and address: in addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713,13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date Is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE. CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED .ON THE JOB SITE BEFORE THE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING;, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF SEMINOLE Y LL =_/ . LJ'v 111/JS / / LI.JIh A I OWNERS S OWNERS PRINTED NAME NOTE: Per Florida Statute 713.13(1) (9), owner must sign...... and no one else maybe permitted to sign in his or her stead." The foregoing instrumen was acknowledged before me this td—"—ay of 1.1 _ 2 by Who Is personally known to.me Name o s son making sl dement --r r fvs typeORwhohasproducedIdentificationt i 1t lug .,--/ of Identification produced VERIFICATION PURSUANT TO SECTION 92.526, FLORIDA STATUTES. UNDER PENALTIES OF PERJURY, 1 DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE FACTS STATED IN IT ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SIGNATURE OF NATURAL PERSON SIGNING ABOVE Notary Sign lure DAVINA LEE STAMPER MY COMMISSION # DD 695350 EXPIRES: November 16, 2011 y;of ;,.• Bonded Thru Notary Public Undewriters j YAN H 4E JMINffiCOU i '! : LOUR: CO' ,dRl f i Return (enclose. self -address - . v 0nvv ipo) i t 66334.1 01 BAR 1210 34 aaaseo. aetp MMOM asp; e02260rs, va aa71 TUG Eisel t , by- gmd4d A. Sim, ff aquis® e a 01 0 Plemowt Coast:, Littler Boats, M 72222 This Quit -Claim Deed, cxeautod this, j„_hday of fnajrCh , A.D. zooi, by ALLEN B: NENMAN, a married man, whose, Socia1 Security Number. is 267-U-5370, and M.. KATHERMS NEUMAAN, a married woman, whose 8octa2 Seaurtty Number is 4JS-16-2017, in their'l.ndl.vidual and. joint capacities, land as trustees under trust dated 1211511995, to l,Zh= WLdMW, s single woman, whose poste ci address is 2019 Hibiscus Court', Sanford, FL 32771, 'aecond party= INnsre r n `sin the cacma ^prat, party" and -second party` snau include alnpular'ana plural, heirs, legal repress t ves, assigns''of inaiviaumis, aaa the successors 'and assigns of corporations, wherever the context so admits o requi W'l. geth.o That the said first party, for and in consldera,tion of the sum of 20.00 in'h by the aaid'party, the receipt whereof -Ye hereby acknowledged, does hereby remise, :relet:d gplt-clalxa unto. the said second party forever, all the right,, title,. interest" Clademand which the weld f2rdt party has in and to the fo1loarfnq described a lotp piece. or parce oQland, situate, lying and being In the County 'of Seminole, State .of Florida, to -wit: l of b4, ROSE . cording to the Flat thereof, recorded in_ tp PlatBoole 3, Pages3, 4 and Sin the'office of the ClerkofCircuit ourto MoleCounty, Florida. ie PARCEL ID NO. 3 tR This property constitute d of the patties of the first and second part, and this conveyance is an inter VivoS giftto the party : part. I tl ToHaveand. 'Hold the same together with gall and singular the . f appurtenances thereunto belongi in anywise„appertaininq, And all the estate, right, title, Interest,: 1ien,equtty and claim hataoever of the.,said first party, either in to - the only pro law or equity, per use, benefit an of of'the said',second party forever., IIn WltI1@SS Where The said first party has signed and sealed these f presents the day and year first above n. t4•.,,y tar Yd b— s Signed, sealed and delivered In the pre n4 8- i"Teti L. c. I rated. Name: i . NERMAN Q L.SL= ' Printed Name: Li Y! c1 (1(cLLhrtSrl M., MNNMAN STATE OFl i, COUNTY OF s=`•okL 2 p Sworn, to and subscribed before me this i, 2 it A.D. 2JMl,y y who i ' took oat l ) did not take oaths ananazlC,.• personally. known' . to rate or I 1 who produce r• identification: - CA s Printed Name: Notary Public taeae: My Commission Expires: a vt PLAT OF BOUNDARY SURVEY for LINDA NEWMAN Legal Description LOT 64, ROSE COURT ADDITION TO SANFORD, according to the Plat thereof as recorded in Plat Book 3, Pages 3 and 4, of the Public Records -of Seminole County, Florida. 45.00' 62IIp Mi WO' N EAST 140.00' v 6 PP P 34.53' 27.45 .. . 64 36' 63 CACAorN 22. 5JCLF CONCRETE ' O o -' z N W D 0D--{ N FRAME GARAGE0 65K01 2.27' 20' 0 W000 v 41.05' CONCRETE r 6' PVC V? o WEST 140.00 Z w0j L' A i WZ I N R.i OC z 66 67 I SCALE: 1 "=30' I I SURVEY NOTES: 1) The street address of the above -described property is 2019 HIBISCUS AVENUE. 2) The above -described property lies in Flood Zone X. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I furtheif ,certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursunt to Section 427.027 of the Florida Statutes. REVISIONS: - %5/ - CERTIFIED CORRECT T0: ITNErZ, URVEYINGC ` INC; R. BLAIR KITNERP Li.`:' NO, 3382 Post Office Box 823; Sanford. ;51. 32772-0823 o (407) 322 ?OClO, ' t' m m PROJECT NO: 08-174i SURVEY DATE: 29 AML 2008 Permit #: I Project Name: 08-1574 1 Fibreglas Swimming Pool Address: 2019 Hibiscus Ct. Plans Reviewed By: Richard Denman 407-330-5656 The Permit 0s Subject 7® 4he Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. I. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from against the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All current Florida Building Codes are to be complied with. 6. Comply with the requirements of the 2005 N.E.C. 7. Provide temporary fencing around excavation to prevent unauthorized entry. 8. The 2004 FBC, Chapter 13, Section 13-612.1. ABC.2.3.2, Covers Required - Heated Spas and Heated Swimming Pools shall be equipped with a cover designed to minimize heat loss. 9. Separate Plans & Permits are required for Gas & Solar Pool Heaters. Any error or omission in this plan review shall not be construed to grant approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. PERMIT # & LEANS R EV MW E DATE: V-14"22L- Clrl -F SARVO e i PLAT OF BOUNDARY SURVEY for s LINDA NEWMAN i Legal Description I LOT 64, ROSE COURT ADDITION TO SANFORD, according -to the Plat thereof as recorded in Plat Book 3, Pages 3 and 4, of the Public Records of Seminole County, Florida. OFFICE o 1L 0FIEViEVVEDPLANS SANFORDcirlof: t O 4 s N Z Cj j t`ci 1 1 w VIb t 45.00' 62 I o iR I r. p EAST 140.00 34.53' 1 64 I ` 22. — — 0 d/ '•i CONCRE S C POLE z. N D--I N FRAME \\ 0 K 0 o GARAGE ti x_ ; 65 N CONC• ( JI 6' CLF 2.27 1 0.20' 16.05 ', _ 0 T' ( D WOOD V 41.05' t CONCRETE', IT' N r r. 6' PVC (.7? • , i .. o; WEST 140.00 o I Oo Z' ' m ' 67v>r c Z ; ; 66 SCALE: 1 "=30F 12 SURVEY NOTES: 1) The street address of the above -described property is 2019 HIBISCUS AVENUE. 2) The above -described property lies in Flood Zone X. v SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: CERTIFIED CORRECT T0: ITN R SURVEYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 A Post Office Box 82.3,: Sanford, Fl.. 32772-O823 407) 322-2000 101.PROJECT N0: 08-115, SURVEY DATE: 29 APRIL 2008 N I ©-Z -+ alley `"D' 'ill. :aanjaubiS aawoIsno W N+ m V m m A W N+ m V m Y' A W N+ m V m m P W N+ m V m m A W N -m V m m A W N r'. •gym V A f!i N gfA W N - a. _t_ IPA145 J. W 1 ---r• -I j---r -j- - — ; -j-- r -c--i- ` F , > t i f t + , - v 14-._i..{.'.`` ' , A-- t -'.f _' 'y._-'i......t._ i_.-- . --f.. _ Y' !._ _.. __ , S—_;_ F -V—i'_'."_-^•_' 771 _ 1 LI f 7 111 117 1 t 1 r j. 6' 4 1 d y + 1 t . y 1 r ( i f 1 7 a 4 t Ji10 E Z l 9 L 9 S ro E Z L 8 L 9 S V E Z l 8 L V S V t; c t u c a 5 r r.. NVId Noambll.SN03 ON 45.00' Ella g Awl EAST 1,40.00' 62 A QXt;\, w W ti 41 t t v ti o rv 45' 6 30' CONCRETE POWE Pou D Z O LA j 1O i N FRAME GARAGE rn „ rr y 0.20, ji CLF Ln m O WOOD ro 41,05' r CONCRETE r6' PVC WEST 140.00 R 66 S SCALE: 1 =30 SURVEY NOTES: 1) The street address of the above -described property is 2019 HIBISCUS AVENUE. 2) The above -described property lies in Flood Zone X. 65 cn a WJ Q SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey.of the above described property and that the plat hereon delineated is an accurate representation of the same. I further cra,rtify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors+ pursuant to Section 427.027 of the Florida Statutes. REVISIONS: I / i rFATTFTFn fyvwrY Tn. I N R 'SURVEYING, INC. 4 R. GLAIR KITNER - P.L.S. NO. 3382 Post Office Box e23,: Sant Qrd, FL 32772-0823 407)-322-2000 PROJECT NO: 08-175 SURVEY DATE: 29 AFRIL 2008 ARM DwrY Permit # R ded i} , max omID Pool, tSpa '" Y'v yy' ot Tub N.. Safety A5 Notice of Requirements I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at o20 ,;s a sg„2j and hereby affirm that one of the following methods will be used to meet the requirements of Florida Statute in Chapter 515. The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29, The pool 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 too 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, devises with release mechanisms placed no lower that 54" above the floor or deck; I (We) 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 be 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. 1110g 4( rpContractor's Name & Date Owner's Name & Date 1OFFICE EXISTING FENCE AFFIDAVITT I To: County Building Dept. From: 16C( Man -- Woob,< </in a i l l l— hiC i CC lEi G ' q ' This letter .serves as verification that the existing fence located at meets the 2001'Standard Pool Code requirement of Section 315. All swimming pools shall be completely enclosed by a fence at least 4 ft. in height or a screen enclosure. Openings in the fence shall not permit the passage of a 4 inch diartietcr sphere. The fence or screen enclosure shall be equipped with self -closing,. self - latching gates.) 1 hereby certify that all information contained in this docutrnent is true and correct.*** r _ Q,,Tm.r• 41n7R Homeowner Signature Homeowner Print Name i S"I ATE OF FLORIDA, COUNTY OF Affirmed and subscribed before me before me this ) `— day of i;+ 00 , po a`Jwhoispersonallyknowntomeorwhohasrced type of ID) as identification. pWANALEESTAMYCOMMISSION # D0695350MNovemerb161EXPIRES: TNotary pW.a ndeiwtes hruSignature of Notary ublic Print, Type or Stamp Name of Notary State of Florida t 3 7' SAFETY LEIDGE '/ 5 SAFETY LEDGE BENCH SEAT SCALE: 1/8" = V- 0" CUR'TIS — SINCLAIR, INC. 82W N. MILITARY TRAIL, SUITE 3 PALM BEACH GARDENS,:FL 33418 C.OJ - 5725 i l rj0 3a63t s . Q UJ z STATE: OF 4U O' i •C O R, O Q, \,, issf O N A-?`• ST"NM.AM P R. , PROFESSIONAL ENGINEER FLORIDA LICENSE NO.35631 FEB 2 0 2000 1 of 7 30'- us 6' aI Nk60BENCHSE f i00, 4T iT. 3-6 A , TALLAHASSEE T316 1' 6'-61, 281 3_SaoS —10 11 p' d u. 4 o r d u z 6 0.E r O U-) V to 0 m fA O ti O O 0 0 N ti MnC° L U LL N. O d c IL6 M u Mao EOM SCALE: 1/8" = 1'- 0" CURTIS - SINCLAIR, INC. 8259 N. MMARY TRAIL, SLATE 3 PALM BEACH GARDENS, FL 33418 C.O.A. — 5725 Ei M a sbv --'#.. e . 4q (3ENSF•.y . y; No 35631 o e m e a • r e 9 STATE OF• tL OR C-1 itsON Al181 STEPHEN M. SINCLAM P PROFESSIONAL ENGINEER FLORIDA LICENSE NO.35631 FEB 2 0 2000 2 ®f 7 259_299 1pll 11 ` f1 . 4 611 T z 1 MARATHON 377, 6b NLALEBAR 51 — 7 d I T::::::=El 11' 2 0' 7r—[; ENC HS AT SCALE : 1/8" = l'- 0" 0if y v M 3 4 i d v Z A C O U ftx a c m o O ai rn N t c) t- LD U L 0* 't U G CMCO Lo d 00, EOM.- CURTIS - SINCLM11Zq INC. 8259, N. MILITARY TRAIL, sum 3 PALM BEACH GARDENS, FL 33418 C. O.A. - 5725 Na 35031. STATE OF 1, __, STEPHEN M. SINCLAM P.E. PROFESSIONAL ENGINEER FLORIDA LICENSE.NO.35631 FEB 2 0 2008 3 of 7 3 S1 [::: KEY LARGO 3p. b SCALE: 1/8" = 1'- 0" I 4 no T_ 7'-6" DAYTONA SWIM - SPA ) T 31_611 36" VENICE 39 3;9 0 0 0 7, 3„ 1 EDGEWATE 43" PAS 6'-6" 1 711 38"LI wit ci m 4 C g C O m In 0 vi m c C D 0 N 1` VJN0 W Lti c'-LM O V A) C6 U) 00cq O M CIJRTIS — SINCLA R, INC. 8259 N. MILITARY TRAIL., SUITE 3 PALM BEACH GARDENS, FL 33418 C.O.A. - 5725 o A Q-' No 35631 '• r 9 STATE OF : 4IJ = T• O Ft 10. e' j •: t/Lllill L STEPHEN M. SINCLAK P.E. PROFESSIONAL ENGINEER FLORIDA LICENSE NO.35631 FEB 2 0 2008 4of7 CLOSE BOND BEAM NOM. 4' CONCRETE DECK W/ F18ERMCSH OR 6'X6'-10/10 WMA MAX. it' FROM PLUMB 3'-0' MIN SLOPED 1/4 / FT. COMPACTED SAND (TYP.) EITHER INPLACE OR BORROW ALLOW INITIAL SET ON LOWER 4' OF CONCRETE BEFORE POURING 4' CONCRETE DECK. FIBERGLASS POOL SHELL TYP. CANTILEVER DECK DETAIL N.T.S. FK;URE "4' HANDRAIL ANCHOR "4" ESCUTCHEON e•!l Sim. 8 BOND WIRE TO PUMP HANDRAIL DETAIL. N.T.S. - WHEN APPLICABLE HANDRAILS TO COMPLY WITH ANSI/NSPI - 03. SECTION 61. STEPS: PER ANSI 6.2.2 12" MAX. RISER 10" MIN. TREAD ASME/ANSI A 112.19.8M1967 LISTED NOM. 4" CONC. DECK GRATES WITH MATCHING MAIN DRAIN SUMPS CUTAWAY W/ FIBERMESH OR (TYPICAL2 PLACES) MAX. 11' FIR BRICK COPING 6 x6'xiO'/IOWWMPLUMS (TYP). SLOPE 1/4 / FT. MRI MIN 2' TEE 1 • .:.'` TYP.) FLUM 1• P1t OM FLINtB 1__ UAX ECIUJ L c I EQUAL 12 MAX. FBFR CLA55 POOL 8teLL 6' TO It SAM EGWAL_ SACK Fxt I VENT TO ATMOSPHERE IN A MANNER THAT THE VENT WILL NOT BE BLOCKED BY INFESTATION. DEBRIS BUILD - UP. OR MICROBIOLOGICAL CONTAMINATION WILE CNT -. 'POOL SAFETY DEVICE - tlOU!!f) CRT LAARROUNDPOOL OPTIONAL Swi. 6AN. I:• W3OOD DECK TYP. AEON GROUND INSTALLATION N.T.S. SET j' MAXIMUM UNDERWATER LENGTH COPING W/ : ;„ OF VENT PIPING TO BE 32'-0" FAS-STONE EPDXY OR 3' COMPACTED EOUAL SAND . INPLACEEITHER`INPLACE AN APPROVED VACUUM RELEASE SYSTEM FIBERGLASS POOL SHELL OR BORROW SUCH AS THE VACALERT TM SVRS SYSTEM t t/2" SENT PIPING IS AN ALTERNATIVE VACUUM RELIEF DEVICE. ALLOW INITIAL SET ON 2_ SUCTION PIPING INSTEAD OF THE ATMOSPHERIC VENT SYSTEM 6" TO 12' t TO PUMP SAND BACK FILL LOWER 4' OF CONCRETE BEFORE POURING 4' CONCRETE DECK. APPROVED SWIMMING P004 SPA AND WADING POOL DUEL. OPTIONAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT FOR COMPLIANCE Fy 7F WITH SECTION R 4101.6.6.3 OF THE 2006 SUPPLEMEW OF TH00E24 TYP. BRICK COPING DETAIL CODE - RESIDENTIAL HANDRAms TO COMPLY wrm ANSI/NSPI - 03 SECTION 6.2. N.T.S. r. r 3' MIN. WIDE x 4- THICK CONC. W/ OPTIONALIONAL DRAINSAI1VTS DETAILAID 3 DIA REBAR @ 12" O.C,E:W. Qa PERIMETER OF POOL W/ #8 COPPER N.T.S. NOM. 4" CONC. DECK BOND WIRE & APPR. CLAMP TO POOL W/ FIBERMESH OR 6"X6' #10 WMA 3I / I PUMP WATER LEVEL FIBERGLASS POOL SHELL 6 TO 12 SAND BACK FILL OPTIONAL -SEE GENERAL NOTE 8 3 TO 6" SAND LAYER OR PEA GRAVEL LAYER OPTIONAL -SEE GENERAL NOTE p pooL. PUMP 3" COMPACTED SAND (TYP.) EITHER INPLACE OR BORROW ALLOW INITIAL SET ON LOWER 4" OF CONCRETE BEFORE POURING '4' CONCRETE DECK. EQUIPOTEMIAL BONDING GRID PER SEC. I 680.26 N.E.C. 2005 OR AS ACCEPTED BY LOCAL AMENDMENTS TYP. INSTALLATION SECTION N.T.S'. Qq PUMP AND FILTER 2- SCH 40 PVC VALVE 1. 1/2 SCH 40 WASTE T0- DISCHARGE- 2_ TO GROUND t l 2-8- DIA. OPTIONAL, MAIN DRAINS TIED TOGETHER k 3'-0'. APART W/1 112" VENT LINE TO ATMOSPHERE 32' MAX. DISTEJ•'.CE) 40 PVC INLETS (2) MIN. MAIN DRAINS LOCATED ON DEEP END WALL (OPTIONAL) TYP. PLUMBING SCHEMATIC N.T.S. 1 i/2" ATMOSPHERIC 3 VENT LENGTH SECOND. RELEASE TABLE PUMP SIZE UNDERWATER LENGTH 3/4 HP 12' MIN. - 19' MAX. 1 HP 12' MIN. - 24' MAX. 1 1/2 HP 12' MIN. - 31' MAX. 2 HP 12' MIN. - 41 MAX. PAL1 r 1wr t•p r w O 1i V G Ytv rovaaaa to C V XO N m C r ti ti M co VJNO m vLcict)d' O cM 06 Lo 00 C v- OcMT- CURTIS SINCLAIR, INC. 259 N. MII:.ITARY TRAIL, SUTI'E 3 PALM BEACH GARDENS, FL 33418 C. O.A. - 5725 e OSo88YBIl®S# S! At r A` - CO No 35631 •.• i STATE OF W : ORX s MPHEN M. SINCLAM P.E. PROFESSIONAL ENGINEER FLORIDA LICENSE NO.35631 FEB 2 0 2000 p J 5of7 THE OCEAN REEF FIBERGLASS POOL AND SPA. OCEAN REEF POOLS, INC. PRODUCES VARIOUS STYLES OF SWIIVA ING`POOLS AND SPAS, THE OVERALL POOL' DRAENSIONS, DEPTHS AND CAPACITIES ARE SHOWN IN TABLE 1. A/IF,ASUREb%w S ARE MADE TO THE OUTSIDE EDGE AND MAY VARY UP TO 3%. POOL NANZ SIZE GAL ONO FEET` . SURFACE: AREA DEPTH WEIGHT ATLANTIC 15' X 33' 14,800 89 . 400 3' - 6' - 3' 2,000 BELLE ISLE 15' X 37' 20,000 98 486 3'5" - 8'2" 2,100 BISCAYNE . - SPA 8' OCTAGON 475 25 40 36" 245 CORAL SPRINGS 10' X 20' 3,750 48 151 3' - 5' 980 CYRPESS - SPA 6' OCTAGON 400 20 34 32" 200 DAYTONA 76" X 14' 1,200 37 80 3'6" 340 EDGEWATER- SPA 710" ROUND 525 22, 38 43" 275 - FLORIDIAN 16' X 40' 19,620 111 640 3'6" - T11" 2,442 GOLD COAST 12' X 24' 6,000 60 2-18 3'6" - 5' 1,2.10 MALIBAR 12' X 25' 6,000 . 69 230 3'7" - 57' 1,200 MARATHON 12' X' 25'7" 9,000 69 238 3'4" - 6' 1,400 1yIIAMI -- 14' X 28' 10,000 70_ _ 303 315" - 5.'10" 1,375 MYSTIC -,SPA 6' OCTAGON 500 21 34 38" 225 THE ORLANDO " . , 14' X 30' 12,000 88: , 312 3'6" - 6' 1,600 PALM HARBOR I V X 20' 4,000 58 171 3'5" - 5' 965 RIVIERA 11'10" X 252" ROYALRALM 14' X 31' . SANIBEL 8'6";X 14' SEABRING 15' X 34' TALLAHASSI E 14'.X 30' THE VENICE '. SIX 10, CORAL SPRINGS DISPLAY 10 X 2V GO 14' X 31' THE TAR, . TITAN 12' x 28' WIDTH --W- RESIDENCE WATER 45' o POOL \ oI 8,100 65 225 12,800 82. 372 21l0Q 42 87 13,200, 83 408 12,500 76 318 2,500 36' 80 3,750 48 151; 13,000 88 395 8800 74 295 F NRiEN IS LESS THAN. -D' -'1' ,HERE MAY BE WCREASEO PRESSURE ON THE POOL WALLS. ANGLE OF REPOSE 416" 1,400, 396" - 6" 1,672 4' 694. 315" - 616" 2,000 3'6" - 6'6" 1,600 3'3" 525 22" 980 315" -b' 1,672 4' 6" 1400 SCREEN ENCL. BY OTHERS) NOM. 4- MAX. CONC. DECK W/ FIBERMESH OR 6-X6' 110;;wA 8" X 12" MONO FOOTING o I 2 - # 4 DIA RESAR CONS OR 3 - # 3 DIAL REBAR COIN'. FOOTING FOR SCREED,. ENCL. N.T.S. - WHEN APPLICABLE 1 ENGINEERING REPORT ON THE OCEAN REEF POOL cQ MARCH 21, 2005 aTHIS.REPORT DEALS PRIMARILY WITH THE STRENGTH AND CHARACTERISTICS OF THE FIBERGLASS 4 POLYESTER MATERIAL USED IN THE CONSTRUCTION OF THE OCEAN REEF POOLS. THESE POOLS ARE MANUFACTURED BY THE FIRM OCEAN REEF POOLS, INC. F THE ABILITY OF,THE POOL STRUCTURE TO CARRY THE LOADS IMPOSED ON IT (WHICH ARE PRIMARILY STATIC LOADS, DUE TO WATER PRESSURE, GROUND SETTINGS AND DYNAMIC LOADS DUE TO EARTHQUAKES) DEPENDS ON THE STRENGTH AND ENERGY ABSORPTION QUALITIES FO THE FIBERGLASS REINFORCED PLASTIC MATERIAL "COMPOSED OF LSOPHTHAL.IC RESIN, VINYL ESTER RESIN, FIBERGLASS AND CERAMIC. t TO ASCERTAIN THE MECHANICAL BEHAVIOR OF THE ABOVE MATERIAL, TENSILE AMID FLEXURE SPECIMENS g6WEREMADEFROMMATERIALSREMOVEDFROMTHEWALLSOFEXISTINGPOOLS. ALL OF THESE SPECIMENS WERE TESTED AT STRUCTURAL COMPOSITES, INC. THE TESTS WERE CONDUCTED IN ACCORANCE WITH TENSILE OF PLASTICS" DFOR FLEXURAL OF TMD-638-91 FOR PROPERTIES AND ASTM -790-02 PROPERTIES UNREINFORCED AND REINFORCED PLASTICS AND ELECTRICAL INSULATING MATERIALS. f FROM THE LOAD, TESTS IN TENSION AND FLEXURE, THE FOLLOWING MECHANICAL PROPERTIES WERE EVALUATED: 1) TENSILE STRENGTH. G 2) FLEXURAL STRENGTH. THE AVERAGE VALUE OF THESE PROPERTIES APPEAR AS FOLLOWS: 12 O ASTM D 638 TENSILE STRENGTH = 19,555 psi, TENSILE MODULUS = 1.053 Mpsi Lo O ASTM D 790 TENSILE STRENGTH = 29,377 psi, TENSILE MODULUS = 0.9369 Mpsi Lo THE FIBER REINFORCED PLASTIC IS STRONG, TOUGH AND RESIL WNT MATERIAL. COMPARED TO GUNITE, LOADINGS. 1.5 N THIS MATERIAL IS STRONGER UNDER TENSILE AND FLEXURAL. A J O Id INCONCLUSION, OCEAN REEF POOLS, WHEN PROPERLY INSTALLED IN COMPACTEDGROUND AGAINST V N m COMPACTED SAND CUSHION (COMPACTED BY WETTING) CAN SAFELY CARRY THE LOADS DUE TO WATER C O IA LA V PRESSURE AND GROUND MOVEMENT. W It c 0 pp Ne60 r0c°._ NOTES 1. PROVIDE MAIN DRAINS W/ ANTI -VORTEX COVER. 2. PROVIDE SKIMMER 3. AS A,SAFETY PRECAUTION, VALVE MAIN DRAIN ONLY. 4. PROVIDE AIR RELIEF VALVE AND PRESSURE GAUGE AT FILTER 5. ELECTRICAL CONNECTIONS AND BONDING SHALL BE IN ACCORDANCE WITH 2005 NATIONAL ELECTRICAL CODE. 6. SLOPE DECK AT'/4" PER FOOT AWAY FROM POOL 7. FENCES, BARRIERS AND OTHER SAFETY REQUIREMENT'S TO BE AS REQUIRED BY THE 2006 SUPPLEMENT OF THE2004 FLORIDA BUILDING CODE - RESIDENTIAL. 8. THIS DRAWING TO BE USED IN CONJUNCTION WTTH OCEAN REEF POOLS SPECIFICATOINS AND INSTALLATION REQUIREMENTS. 9. THIS DRAWING IS PREPARED TO SHOW GENERAL INFORMATION REGARDING POOL GEOMETRY AND DIMENSIONS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR MANUFACTURING VARIANCE NOR THE INSTALLATION ON A SPECIFIC SITE WITHOUT KNOWLEDGE AND INVESTIGATION BY THE ENGINEER 10. A SITE PLAN SHALL ACCOMPANY THIS DRAWING AND SHALL SPECIFY SETBACKS, BARRIER TYPE AND DECK SPECIFICATIONS INCLUDING DRAINAGE. 11. ALL POOLS ARE TYPE "O"- NO DIVING - FLOOR SLOPES ARE CONSTANT. (NO SLOPE BREAK EXCEPT AS SHOWN) 12. STEPS TO HAVE 10" MIN. TREAD, 12" MAX. RISER. 13. THE POOL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL CONFORM WITH THE FOLLOWING REQUIREMENTS: ANSUNSPI 3-99 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS. ANSUNSPI 5-03 STANDARDS FOR RESIDENTIAL INGROUND SWIMMING POOLS. 2005 NATIONAL ELECTRICAL CODE. 14. PLAN DIMENSIONS ARE TO OUTSIDE EDGE OF POOL COPING. COPING WIDTH IS 6" TYPICAL.. WATFRI PsM,, T)TMF.N';IONS ARE.. THERF.FORF... 12" LESS THAN PLAN 15. POOL PLANS ARE DESIGNED TO MEET THE 2006 SUPPLEMENT OF THE 2004 FLORIDA BUQDIN_G CODE -RESIDENTIAL - CHAPTER 41 SWIMMING POOLS - SECTION 4101.6. CJItTIS — SINCLMIR9 INC. 8259 N. MILITARY TRAII., SUITE 3 PALM BEACI4 GARDENS, FL 33418 C. O.A. 5725 0® 44agoeeato't n. 4, 0 ' f CI 8` •• SIi rO F No. 35631 - r • aL P: STATE OF O1c4 O 01 ON AL. STMEN M. SINCLAIR, PX PROFESSIONAL ENGINEER FLORIDA LICENSE NO.35631 FEB 2 0 2000 N.T. S. 6 of 7 LIFT RING WATER LEVEL 0 aa.. H.D. GALV. CHAIN- w THRU LIFTING RING w_ RATED FOR 3000 # LOAD) IWJ o FASTENED W/ H.D. III a MW GALV. BOLT & NUT 610 3 o FIBERGLASS POOL SHELL - o: O 3 24" SAND BACK FILL SAND LAYER FILTER FABRIC BARRIER PEA GRAVEL — 4" CONCRETE DECK W 6"X6" 19(o W•W•M THICKENED EDGE W/ (1) #5 REBAR CONTINUOUS OR 3500 PSI CONCRETE) 3) CONCRETE DECK GRADE I COMPACTED FILL OR ROCK 24" I.I I I I 16" X 16" X 6" PREFABRICATED CONCRETE BLOCK W/ #5 REBAR 6" O.C. BOTH WAYS & H.D. GALV. THREADED OR 00 EBHOLTSOOKEDMAT. CHAIN FASHENED TO J—BOLT W/ H.D. GALV. NUT TYP. ® EVERY CHAIN, PROVIDED BY MFGR) 12 8 COMPACTED FILL OR ROCK BURY,DEPTH IN V ZONE IF NOT IN ROCK AS REQUIRED BY LOCAL CODES. TYPICAL TIE —DOWN SECTION ors. POOL COPING POOL LIFT RING H. D. GALV. CHAIN FIBERGLASS THRU LIFTING RING POOL SHELL FASTENED W/ H.D. GALV. BOLT & NUT TYPICAL DETAIL I LIFTING RING 1.5" DIAMETER 4 LAMINATED TO CPOOLSHELLGROUND DEEPEN CONCRETE SAME AS BOTTOM'' DECK O TIE DOWNS 7/16" WIRE ROPE ENCASED IN MIN. 2" SCH. V 40 PVC FUIXD W/ PORTLAND CF.INENT GROUT OR H:D. GALV. CHAIN THRU tdFTING RING RATED FOR 3000# LOAD) FASTENED Z W/ H.D. GALV. BOLT & NUT a POOL SHELL CABLE CLAMPS, r. I 3 MIN. CLAMPS EOp rJ WIRE BRUSH CLEAN do COAT W/ ZRC" mCOLDGALV. COMPOUND (O.E.) TO O o € SCREW ANCHOR 3 MIL DRY FILM THICKNESS MIN. PRIOR TO INSTALLATION O 48'x 5/8" ROD LO fMIN. 6' DISC N1Ln1. to-0 N r i C7 CID C10f9UJNOTYPICAL TIE —DOWN SECTION r cu- ou to. ce) " N. T.S. le GOs 0 co T TIE DOWNS REQUIRED ONLY. IN AREAS WHERE WATER TABLE IS ABOVE LOWEST POOL FLOOR ELEVATION MAXIMUM ANCHOR PULL PER 1,000# I DEPTH ANCHOR SIZE OF BURY FEET 16'x 16"x 6" " 24'x 24'x 8-. 30'x 30"x 10' 36'x 36'x 12' 4 2 3.4 4.7 6.2 5 3 5 6.7 8.6 6 4.4 - 6.8 9 11.5 7 6 9 11.7 14.7 8 8.2 11.8 15 18.7 9 10.6 15 1.8.7 23 OPTIONAL POOL TIE —DOWNS (4) LOCATIONS 8, 000# TEST UP TO 8,000 GAL. POOL 12, 000# TEST FOR 12,000 GAL. ETC. ALL J—BOLTS SIMILAR TENSILE STRENGTH BASED ON (4) TIE DOWNS CTRTIS - SINCLAIR, INC. 9239 N. MILITARY TRAII,, SUITE 3 PALM BEACH GARDENS, FL 33418 C. O.A. — 5725 i xbeca P10 35631 a • L - STATE OF [V N Ai, %% S Pi M. SINCLMTR P.E. PROFESSIONAL ENGINEER FLORIDA LICENSE NO.35631 F E B 2 ® 2000 7 of 7