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Home My WebLink About261 Clydesdale Cir (6)I it CITY OF SANFORD PERMIT APPLICATION Permit No.: ! l9lJ Job Address: Parcel No.: Description of Work koo*n/� Type of Construction: ^� Valuation of Work $ ft q"; 1 Number of Stories: Owner: 1 AQ eni Address: ;;�te i CA.AAe City: f::� Phone No.: 62 Contractor. Address: city: l t 1l I E - Phone No.: r Contact Person: C Title Holder (If other than Owner): Address: - Bonding Company: Address: Mortgage Lender. Address: Architect: Address: Number of Dwelling Units: Zoning -FIT— . . _ State: t. - Fax No.: %- r K- ...r4(, . 1- -3 w u -y�State: Zip:jg�'*"o ) State Fax No.: ,r — 0 1W Date: 1 S1U oj� & Legal Description) _Commercial _ Industrial Total Square Footage: Zip: --M'3 Phone No.: Phone No.: Fax No.: 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 ofthe 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 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. l> Acceptance of permit is verification thaw pip notify the owner ofthe $,mature of Owner/Agent'Dare 0#, -Fn �-eraacL,wt trun,�.11�.i '�ns �r Cif Signature ?, f V,o to f Flor a Si ' ` '�'1 el�ssiort m 5 r rpr a '=Commission#DD163723 Expires: Dec 20' 2005 ?pF 1t ►bp ice;.' Bonded Thru Atlantic Bonding Co., ]no, � Owner/Agent is _ Personally own to Me or . Contrac -Ment r ZCerodtrced 1D �y6 1! 8 6 6 b91� /�_�,�P,yoauced ID APPLICATION APPROVED BY: 214 (iC�B ! Special Conditions: 7i7 lorida Lien Law, FS 713. vl-t &le3 actor/AIF--1 Date �-� Iews-roX. gent's N `� 2 �� Q le KATHY LYNN EGUE MY COMMISSION # DD 178464 EXPIRES: March 15. 2007 ulr s erso ¢own W qe Date: AV AO got, , ' .r 110 I PHOENIX FIBERGLASS POOLS, INC. 119 E. MLK Blvd. PO Box 277 Brooksville, Florida 34605 Citrus (352) 628-2110 • Hernando (352) 6WS225 a Toll free (800) 761-7168 Fax (352) 540.9422 Florida stale certified Residential Pool 6 Spa Contractor • Customer Contract 0 CPC No. 056712 Fiberglass Pools for Beauty, Strength, Durability & Ease of Maintenance Legal Owner: iz��;g��_on jAI - ttu / 7a?6;At /,iL�n n/1 Phone: 2S?5 Authorized Agent/General Contractor: PAe Q A -AJ LK. CQ31F2Z4SS P.RXC� Phone: ( 3A__C2�s'�1S� Installation Address: f0� (i7LCi0� COCA✓ City: Fc9ZO Zip: v'a � 23 Legal Description: Lot #: Wo Blk: Subdivision: Unit #: County: ' .� 11yolF /t Nominal Specificatio s e L.C-�rY� , ^Sq+Ja• Pool Design: RG4lJ�5/ Length: a O Width: d` Depth: 4 _5_ Color: LIMITED LIFETIME STRUCTURAL WARRANTY ON POOL SHELL Equipment Included / Yes (d ) or No 1. Excavation .................................................. V 12 Concrete Decking Surface 2. Dirt Removal ................................................. Std. '34 Sq. Ft. Plus Sq. Ft. 3. Set Pool _L/ @ �f At " Per Sq. Ft ............................ ✓ 4. Backfill....................................................... 5. Plumbing .................................................... 6. Pump H.P....<,tty4rt(l..... 7. Filter ......................... ........... 8. Electrical 220 V (Does not include GFI) ............. 13. Ladder or Swim -outs 14, Hand Rail ................................................... 15. Auto Pool Cleaner.. 16. Start Up Chemicals t/ 17. Cleaning Equipment ..............................:; ..._� r 9. GFI (if needed).............................................—�7 18. Waterline Tile Border # .............................. 10.Timer........................................................... �/ 19. Foundation for Enclosure .......................... .—� 11. Light ................................ 20. Hydro Therapy Jets ........................................... LIMITED 5 -YEAR FACTORY WARRANTY ON EQUIPMENT Miscellaneous Equipment , , �� Wu i.( rlz� 5,.ixoin . �� 1 iA/Lt i,F _ / 2aL �i9 nlA�': P � �Q s�1 S TF�ir✓t / %V 5 TA(p�.� Contractor shall have the right to rely on Owner's representation with respect to information provided by the individual(s) executing this document concerning, among other things, the ownership of the property, authorization to perform the work as contracted herein, and any other facts or data relating to the project and the property itself. Failure by the owner to provide accurate and complete information requested by Contractor shall be a material breach of this contract. The Owner shall be the sole entity responsible for securing all required authorization in order to permit Contractor access to the property, and in order to provide sufficient access to the property with any and all equipment and materials. Owner shall be responsible for protecting and/or removing any trees, bushes, sod, walls, fences, sprinklers, septic tanks, water or sewer lines, driveways, and sidewalks, or any other obstruction which is required for the performance of this contract. In the event that Owner fails to secure or provide access as required, the Owner shall be responsible for any replacement costs or other damage caused as a result of Owner's failure to provide such reasonable and proper access. Contractor shall not be responsible for any damage caused to any property as a result of Owner's failure to provide adequate and proper access to the work site. The Owner shall be responsible to advise Contractor of any condition or circumstances, which will prevent or hinder Contractor from accessing the property or a condition which could pose a threat to property or persons. Owner shall be the sole entity responsible for complying with Florida State Statutes and/or any applicable law requiring proper pool barriers, door alarms, fences and/or screen enclosures. Owner shall not use the pool until such time that all applicable law requirements with respect to fencing or enclosures is in place, inspected and approved by the appropriate governing authorities. Use of the pool by anyone prior to final completion by Contractor shall constitute Owner's unconditional acceptance of the pool and all related equipmerd and materials, and shall immediately thereupon bring about the Owner's obligation to make payment in full pursuant to the contract sum. In the event that an inspection is rejected due to the failure to provide proper barrier protection as required by Florida law, Owner shall be obligated to pay Contractor any additional fees, fines, or expenses associated with the reinsertion of the property by building officials or those having jurisdictional responsibility over the project. Owner shall have the right to cancel this contract, but only within three days from the date of its execution by Owner. Such cancellation must be in writing and submitted to Contractor by the close of business on the third day from the date of the execution hereof. Contractor shall endeavor to complete the placement of the pool shell within five working days of the completion of its excavation activities. Contractor shall endeavor to complete all concrete work associated with the pool's shell within 15 working days from the completion of all excavation activities. The time necessary to complete the foregoing items shall be adjusted for any delays which are not within the control of Contractor, and which involve, but are not limited to, concrete shortages, personnel shortage, delays in delivery, inclement weather, changes in applicable law, failed inspections, or any changes made to the terms and conditions of this contract. The work of this contract shall be deemed substantially completed upon the completion of the concrete decking. Owner agrees that all pool dimensions as noted herein above, or in any other drawing submitted to the Owner, are approximations, which shall vary. Owner understands that any changes to the terms and conditions of this contract, and/or any changes to the specifications and locations relating to the pool shall be reviewed and the contract amount and contract time shall be equitably adjusted thereupon. Contractor shall not be obligated to perform any changes, other than those expressly provided for herein. Any additional costs involving a change order or a modification to this contract must be paid in full at the time that such change is agreed to by the parties. Contractor shall not be responsible to perform any change work until such time that the Owner has paid for the costs of such change work and has agreed in writing to the nature of such change. OWNER IS RESPONSIBLE FOR READING ALL CONDITIONS OF CONTRACT AS CONTAINED ON THE REVERSE SIDE OF THIS CUSTOMER CONTRACT. IF, FOR WHATEVER REASON, OWNER DOES NOT RECEIVE A COPY OF THIS CONTRACT CONTAINING SAID CONDITIONS OF CONTRACT, IT SHALL BE THE OWER'S RESPONSIBILITY TO ADVISE CONTRACTOR ACCORDINGLY AND REQUEST A COPY THEREOF. IN ADDITION, OWNER SHALL BE RESPONSIBLE TO OBTAIN FROM CONTRACTOR ALL MANUALS IN CONNECTION WITH THE REQUIRED PROPER CARE AND OPERATION OF THE POOL AND RELATED ACCESSORIES. AS A CONDITION TO SIGNING THIS AGREEMENT, OWNER REPRESENTS THAT HE/SHE HAS READ SUCH MANUALS AND AGREES TO FOLLOW AND UNDERSTANDS THE GUIDELINES FOR MAINTENANCE OUTLINED BY -THE MANUFACTURERS OF THE POOL SHELL. FILTRATION EQUIPMENT, AND POOL HEATERS AND ANY OTHER RELATED ACCESSORIES. Payment Schedule Deposit With Contract . .. ..........$ / C/ Sf tel. _ Upon Placement of Pool Shell CW Cash or Cashiers Check ...................$ 22 Upon Placement of Cement ..............$ l O -Z Accepted by Owner: Upon Placement of Enclosure ..........$ Upon Completion of Project .............$ Total Contract Price ..........................$ l � e,7 7 Date: Submitted to Phoenix Fiberglass Pools by: L / Date: Accepted by Phoenix Fiberglass Pools, Inc. �� . Date: _5Z m- La j PHOENIX FIBERGLASS POOLS Corporate Headquarters: 119 E. Martin Luther King, Jr. Blvd., Brooksville, FL 34601 MAILING ADDRESS: P.O. BOX 277, BROOKSVILLE, FL 34605-0277 SPRING HILL: (352) 688-5225 • TOLL FREE: 1-800-764-7946 • BROOKSVILLE: (352) 799-1372 • FAX: (352) 540-9422 May 1, 2003 City of Sanford P 0 Box 1778 Sanford, FL 32772 To Whom It May Concern: X -u n CPC No. 056712 Q�orih Fiberglost Aools Please except this letter as authorization for Theresa Connelly or Robin Dunakin to do the following: The use of Phoenix Fiberglass Pools, Inc., engineer drawing To pull permit for 261 Clydesdale Circle Sanford, FL 32773 Please contact our office once the permit is ready on the above aforementioned project. Should you have any questions, please do' not hesitate to contact our office. Sin Lf Curtis J. Prystupa Contractor NOTICE OF COMMENCEMENT Permit No. Parcel I.D. No. State of Florida County of em t I"Our MA VWE NORSE, MEAK W CIRCUIT COURT SK 04804 PG 1663 CLERK'S * 2603073732 RECURRED 06/05/2003 10sZ4:02 AN RECORDING FEB 6.00 RECORDED BY N Holden THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713, Florida Statues, the following information is provided in this notice of commencement. CERTIFIED'' COPY. MARYANNE MORSE CLERK OF CIRCUIT COURT SE LE COUNTY. FLORIDA �r z -rWP(IT/ CLFRK MAYL'a'j'1A 2003 17 1.Description of property (legal (lescription of property and address if available) 1. -a -T `-I (C -Bkkea-se ; ntQ . r�N�rs� S - a� r 0&4 SEs t (.>= Gi to _ s, - 73 2.General description of improvements Zv - gez.��,.",a %�ig�uL �S �.urr�ivlirvy � L 3.Owner information a)Name and address a loI b)Interest in property ow" 6Z5 c)Name and address of fee simple titleholder (if other then owner) 4.Contractor (name and address S.Surety a)Name and address b)Amount of bond 6 -Lender (name and address) 7.Person within State of Florida designated by owner upon who notices or other documents may be served as provided by Section 713.13(I)(a)(7), Florida Statues Name and address 8.In addition to him or herself, owner designates of to received a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statues. 9 -Expiration date of notice of commencement tion da 's one year from the date of recording unless a different date is specified).Zen;r;, ,,�� STATE OF FLORIDA. x L e COUNTY OF 44fniac le Signature of owner ' (� The following i4istnlment was acknowledged before me this 14- of ,200S,by %eel anol bi a //u io is personally knot, to me or who produced — as identification. f �'ct',, ��.(� Y •' �hpzl�iX �r 1j�� s) After r ording, r rn t �c� !- Nolary Siannt>.Ire . Name C. Name(print) /r, 7NGoNc A,�E7.U� e& Addres J I Tille or rank �� R------�� nwnNNenBB0ot317 City j�r2t I I IjL •DP i Serial number, if any W PDOCS\I'UItMS\NOC.DOC Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL i ,j » c�iry xt � - 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-505-0000-0460 Tax District: S1-SANFORD Number of Buildings: 1 Owner: CONNELLY THERESA Exemptions: 00 HOMESTEAD Depreciated Bldg Value: $127,466 g Depreciated EXFT Value: $0 Own/Addr: DUNAKIN ROBIN Land Value (Market): $24,000 Address: 261 CLYDESDALE CIR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $151,466 Property Address: 261 CLYDESDALE CIR SANFORD 32773 Assessed Value (SOH): $151,466 Subdivision Name: BAKERS CROSSING PH 1 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $126,466 SALES Deed Date Book Page Amount Vacllmp 2002 VALUE SUMMARY WARRANTY DEED 12/2002 04672 0744 $168,200 Improved 2002 Tax Bill Amount: $440 WARRANTY DEED 07/2002 04493 0781 $46,000 Vacant 2002 Taxable Value: $20,800 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION ,''I_I. Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 46 BAKERS CROSSING PH 1 PB 60 PGS 27 LOT 0 0 1.000 24,000.00 $24,000 29 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2002 10 2,778 2,321 CB/STUCCO FINISH $127,466 $128,107 Appendage I Sqft GARAGE FINISHED/ 424 Appendage / Sgft OPEN PORCH FINISHED / 33 Appendage / Sgft UPPER STORY FINISHED/ 960 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 purchased a homesteaded property your next ear's property tax will be based on JustlMarket value. http-Hwww.scpafl.org/pls/web/re web.seminole county_title?PARCEL= 1 8203 15 0500000... 4/17/2003 -&C) 7 r POOL MODEL: G�"G`ria 5 POOL SIZE: /C `X .;2 C: ` WHITE D' BLUE ❑ OTHER ❑ SET: CRANE ❑ EXCAVATOR EXCAVATION:_ 6yf-iyi):4 HAUL -AWAY ❑ DIRT DROP ❑ WELL POINTS ❑ ADD'L FILL ❑ SHUTTLE DIG ❑ DEMOLITION:G��tr STUMP REMOVAL ❑ FENCE REMOVAL ❑ CONCRETE REMOVAL ❑ DECK: CC'fv `.'✓ _3' AREA: 'vJ L. SO. FT: CANTILEVER ❑ REGULAR C� COLOR: 5'7,46) ACRYLIC ❑ KOOL E?''y CEMENT ❑ SURFACE EXISITING ❑ SF. FOOTER Ei'- 6-j L. FT. ❑ DECK DRAIN Cr --. L FT. PUMP PAD a 'X 3 DOOR PADS ' Y ELECTRIC: 220 V. ❑ 110 V 9"' GFI ❑ TIMER C''lf H.P. CIR ❑ LIGHT - REG El IGHT:REG❑ 12 V. [E] 110V.❑ FIBER-OPTIC DF COLOR -WHEEL ❑ SAM/SAL ❑ POOL FILTRATION SYSTEM: PUMP: N i r1 i v^, HP I FILTER: 1� ,moi i,�}%• - is _� iF=T CHEMICAL FEEDER ❑ OTHER Q CLEANER SUCTION LINE D SKIMMER SIDE SUCTION V RETURNS SPA JETS HEATER: n!L--.y �. HEAT PUMP ❑ TON MODEL GAS HEATER ❑ SIZE NAT. ❑ LP ❑ SOLAR BLANKET ACCESSORIES: SMALL GRAB RAIL LARGE GRAB RAIL ❑ LADDER ❑ SWIM OUTS ❑ AUTOMATIC POOL CLEANER D' MODEL TILE: ,'u C,-; r SCREEN: NC=)V i X ' X 'SOFFIT HEIGHT GABLE ❑ HIP ❑ MANSARD ❑ DOORS GUTTER FRAME: BRONZE ❑ WHITE ❑ POSTS CARRY BEAM FAN BEAM BARRIER: BABY ' X MISC.: Brooksville Tampa Hemando Toll Free - Tampa Fax 352-540-9420 813-948-7816 352-688-5225 1-800-761-7168 352-540-9422 INSTALLATION BY: PHOENIX FIBERGLASS POOLS, INC. CPC 056712 CUSTOM DESIGNED FOR CUSTOMER: 43 lie • ,, ; �..., O . j'. I(' � x ._ 7 :, : ,: a. cdo1 -- Cj LOT j SUBDIVISION: ! f 7..,�. •^ 7:J-` 1 7 POOL MODEL: G�"G`ria 5 POOL SIZE: /C `X .;2 C: ` WHITE D' BLUE ❑ OTHER ❑ SET: CRANE ❑ EXCAVATOR EXCAVATION:_ 6yf-iyi):4 HAUL -AWAY ❑ DIRT DROP ❑ WELL POINTS ❑ ADD'L FILL ❑ SHUTTLE DIG ❑ DEMOLITION:G��tr STUMP REMOVAL ❑ FENCE REMOVAL ❑ CONCRETE REMOVAL ❑ DECK: CC'fv `.'✓ _3' AREA: 'vJ L. SO. FT: CANTILEVER ❑ REGULAR C� COLOR: 5'7,46) ACRYLIC ❑ KOOL E?''y CEMENT ❑ SURFACE EXISITING ❑ SF. FOOTER Ei'- 6-j L. FT. ❑ DECK DRAIN Cr --. L FT. PUMP PAD a 'X 3 DOOR PADS ' Y ELECTRIC: 220 V. ❑ 110 V 9"' GFI ❑ TIMER C''lf H.P. CIR ❑ LIGHT - REG El IGHT:REG❑ 12 V. [E] 110V.❑ FIBER-OPTIC DF COLOR -WHEEL ❑ SAM/SAL ❑ POOL FILTRATION SYSTEM: PUMP: N i r1 i v^, HP I FILTER: 1� ,moi i,�}%• - is _� iF=T CHEMICAL FEEDER ❑ OTHER Q CLEANER SUCTION LINE D SKIMMER SIDE SUCTION V RETURNS SPA JETS HEATER: n!L--.y �. HEAT PUMP ❑ TON MODEL GAS HEATER ❑ SIZE NAT. ❑ LP ❑ SOLAR BLANKET ACCESSORIES: SMALL GRAB RAIL LARGE GRAB RAIL ❑ LADDER ❑ SWIM OUTS ❑ AUTOMATIC POOL CLEANER D' MODEL TILE: ,'u C,-; r SCREEN: NC=)V i X ' X 'SOFFIT HEIGHT GABLE ❑ HIP ❑ MANSARD ❑ DOORS GUTTER FRAME: BRONZE ❑ WHITE ❑ POSTS CARRY BEAM FAN BEAM BARRIER: BABY ' X MISC.: Brooksville Tampa Hemando Toll Free - Tampa Fax 352-540-9420 813-948-7816 352-688-5225 1-800-761-7168 352-540-9422 INSTALLATION BY: PHOENIX FIBERGLASS POOLS, INC. CPC 056712 CUSTOM DESIGNED FOR CUSTOMER: lie • ,, ; �..., ADDRESS: . j'. I(' F_ ._ 7 :, : ,: CITY: -- F ZIP: LOT BLK: SUBDIVISION: PHONE: 7..,�. •^ 7:J-` ' PLAT OF -SURVEY DESCRIPTION: (AS FURNISHED) LOT 46, BAKERS CROSSING, PHASE 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 1" = 30' GRAPHIC SCALE 1 0 15 30 NOTE: THE FINISHED FLOOR ELEVATION OF THIS POINT ON STRUCTURE MEETS OR EXCEEDS THE PLAT BOUNDARY' THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). —CENTERLINE OF RIGHT-OF-WAY I VIC V 1 n LLl J 0 I 0 N I J o # a Q Q N89.17'34"W - w0 p LEGEND • BUILDING SETBACK LINE — CENTERLINE --- — — RIGHT OF WAY LINE .49 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANE14T REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK 5/W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON V C, z � vjE i LOT 45 126.38' S89'27'49" 5' DRAINAGE EASEMENT f! . 125.5' I o I ------------ — FND 1/2" IRON ROD AND CAP ® LB ,#6393 (12/16/02) FND NAIL AND DISC LB /4671 (12/16/02) o FWD 5/8" IRON ROD AND CAP LB 94671 (12/16/02) 45.0' J U m K KJ WON W �mtZJo It Q owo 0 0 W NSF IA 0 i U W U r 45.0• 5' DRAINAGE EASEMENT N89'27149"W 126.79' CNA IN w DENOTES DELTA ANGLE b n 0 N C.B. DENOTES CHORD BEARING O N PT N89'3615"W - [�-- — - 232.06 6 ry�1 PI O O O Z BELGIAN WAY DENOTES POINT OF REVERSE CURVATURE PT 50' RIGHT OF WAY I TYPICAL A/C nI m NI CBW CONCRETE BLOCK WALL 31 RADIUS POINT OHU N dl OI ID IDENTIFICATION 4 1 PI LEGEND • BUILDING SETBACK LINE — CENTERLINE --- — — RIGHT OF WAY LINE .49 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANE14T REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK 5/W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON V C, z � vjE i LOT 45 126.38' S89'27'49" 5' DRAINAGE EASEMENT f! . 125.5' I o I ------------ — FND 1/2" IRON ROD AND CAP ® LB ,#6393 (12/16/02) FND NAIL AND DISC LB /4671 (12/16/02) o FWD 5/8" IRON ROD AND CAP LB 94671 (12/16/02) 45.0' J U m K KJ WON W �mtZJo It Q owo 0 0 W NSF IA 0 i U W U r 45.0• 5' DRAINAGE EASEMENT N89'27149"W 126.79' CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION I HAVE EXAMINED THE F.I.R.M. COMMUN NO 120294 0045 E DATED 4/17/9 ND FOU D THE SUBJECT PROPERTY APPEAR TO LIE IN ZONE A,' AREA WITHIN 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASE ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE WESTERLY LINE OF LOT 46 BEING N 00'42'26" E PER PLAT. (FIELD DATE:) 12-16-02 REVISED: 11 AI r, 1" = 30 FEET IFINAL 12-16-02/CC APPROVED BY: WR" JOB NO. ASM32971 DRAWN BY: -OUNDATION 9-13-D2/C( TENSE PAITO 6-25-02 JML -LOT PLAN 6-5-02 JML RIAL PLOT PLAN 4-30-02 LOT FIT 5-2-01 JML LOT 47 H W T J � np t�Tt S 0 p o s' g :..iz:b•. ,: 0 I O J I I _ 54.2' I I -4 H W T Lli F Z Lc) I— 5 d0Q�_ O J F- N V O L0 I— a O 0 (n z CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA AMERICAN HERITAGE MORTGAGE CORPORATION THERESA CONNELLY AND ROBIN DUNAKIN NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12-16-02, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURV'EYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA AMERICAN SURVEYING & MAPPING FOR CERTIFICATION OF AUTHORIZATION NUMBER LB#6393L428 THE 320 EAST SOUTH STREET, SUITE 180 i FIRI. ORLANDO, FLORIDA 32801- (407) 426-7979 WILLIAM R. USCATELLO JR.DAT( A�': to. GENERAL DESIGN REQUIREIv1ENTS DESIGN DIMENSIONS SHALL COMPLY WITH SPECIFICATIONS IN ANSI/NSP 5 RESIDENTIAL IN -GROUND SWIMMING POOLS BASED ON THE POOL TYPE AND NSPI 3 PERMANENTLY INSTALLED RESIDENTIAL SPAS. SEE ANSI/NSPI 5 FOR DIVING WATER ENVELOPES SLIDES SHALL MEET THE MANUFACTURER'S INSTALLATION REQUIREMENTS. ENTRY/EXIT SHALL COMPLY WITH ANSI/NSP 5 AND NSPI 3 LADDERS, UNDERWATER SEATS, AND SWIM OUTS (MAX 20" BELOW WATER). CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50. THE MAXIMUM TURNOVER RATE IS 12 HOURS. FILTERS SHALL HAVE AN AIR RELIEF AND PRESSURE GAGE. PUMPS 3 HP AND LESS SHALL MEET ANSI/UL 1081, CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOREVERY 800 SQUARE FEET OF SURFACE AREA RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY 600 SQUARE FEET. HEATERS SHALL MEET ANSI -221.56 OR U11261 OR U1559 DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER PIPING SIZING CHART (MA)UMUM) PIPE SUCTION PRESSURE 1 UZI 35 GPM 60 GPM 2" 60 GPM 100 GPM SUCTION PIPEWORK DIAGRAM i FOR SKIMMER DRAIN SYSTEM SPECIAL SPA REQUIREMENTS MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28", MAX FLOOR SLOPE 1:12. STEPS: MIN TREAT 10"x12", 7" MIN. RISER. 12" MAX. RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM TF THE SPA IS OPERATED INIERMTTTENTLY IT SHALL HAVE A ONE HOUR TURNOVER IFCONTINUOUS ASIX HOUR TURNOVER. MAXIMUM TEMPERATURE 104 DEGREES. MEET ANSI(NSPI ARTICLE XVII SAFETY INSTRUCTION/SAFETY SIGNS. PRESSURE TEST PIPING AT 35PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER ELECTRICAL REQUIREMENT'S WIRING AND BONDING AND ALL ELECTRICAL TO NEC ART. 680 OR LOCAL CODE. NO OUTLET OR OVERHEAD POWER WITHIN 10'. IF WITHIN 15' PROTECT BY GFI TRANSFORMER MIN. 10' FROM POOL. 8" ABOVE WATER I BOX 4' FROM POOL. BRASS TO I BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. FLORIDA BUILDING CODE 424 - 2 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND ALL CONSTRUCTION SHALL MEET THE FOLLOWING CODES: FLORIDA BUILDING CODE - BUILDING 2001 FLORIDA BUILDING CODE - MECHANICAL 2001 FLORIDA BUILDING CODE - PLUMBING 2001 FLORIDA BUILDING CODE - PULE GAS 2001 NATIONAL ELECTRIC CODE 1999 PIPING SHALL BE SCH. 40 PVC. NSFpw, MAX PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL PLAN SHALL SHOW 7HE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY T WITH APPROVED ANSI/ASME Al 12.19.8M COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAY BE PLACID ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1 -1 % FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM MUST E INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM THE VENT PIPE SHALL BE TIED TO THE MAIN DRAIN LINES, SIZED THE SAME AS THE MAIN DRAIN SUCTION LINE AND BROUGHT BACK TO THE FILTER LOCATION, ELBOWED UP AND OVER WITH A GRATE FOR PROTECTION AND LABELED "SAFETY GLASS" AS AN ALTERNATIVE THE SAFETY VACUUM RELEAS4E SYSTEM (SVRS) MAY BE AN APPROVED VALVE MEETING fAPMU IGC 160-2001 a SKIMMERS DO NOT REQUIRE PROTECTION AND MAY BE DESIGNED FOR 30 GPM SUCTION. THE FOLLOWING SHALL BE LABELED WITH RED LABEL MAKER TAPE AT THE FILTER LOCATION: PIPE, VALVES, "SAFETY VENT" OR "SAFETY DEVICE", PUMP(S) OFF SWITCH, I HEREBY CERTIFY THAT I HAVE DESIGNED THIS AND IT IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 424-2 ANSUNSPI-3 1992, STANDARD FOR PERMANENTLY INSTALLED SPAS AND ANSI/NSP-5 1995 STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS. NOTES: 1. MAXIMUM VACUUM PRESSURE ON WALL DRAIN IS LESS THAN 0.5 PSI. 2. BOTTOM DRAIN WITH FLEX PIPE ARE NOT REQUIRED, BUT ARE OPTIONAL. 3. POOL DRAINS WITH A VACUUM HOSE INSERTED INTO SUCTION LINE TO PUMP. AIR SPACE - POOL DECK TOPPING —; Calculations Mmim(xn head causing suction: 12 in. water pressure = (62.4 lb/cu.ft.y 144sq.in. = 0.434 psi I ( 2500 PSI CONCRETE w/ 10x10 WWM OR FIBERMESH IMMER LINE � l -- PUMP ALL PLUMBING LINES FIL,I,ER 1-1/2" PVC SCH 40 ADDITIONAL NOTES: 1. POOL INSTALLATION SHALL BE BY A QUALIFIED AND LICENSED (APPROVED BY LOCAL BUILDING DEPARTMENT) POOL CONTRACTOR, THE INSTALLATION SHALL CONFORM TO ALL LOCAL BUILDING CODES, EE. PERMITS, SPECIFICATIONS, CODES, RULES, INSPECTIONS, WORKMANSHIP, ETC. 2 TYPICAL PROPERTIES OF A REINFORCED FIBERGLASS POOL: BARCOL HARDNESS OF 30 MIL GEL COAT 40-50 GLASS CONTENT BY WEGHT 27% TENSA E STRENGTH, PSI AT 77° F 19,500 TENSILE ELONGATION 1-2% FLEXURAL STRENGTH, PSI AT 77s F 23,800 -27,600 FLEXURAL MODULUS, P3 X 10 AT 77° F 0.72-0.77 1200 IMPACT FT -LBS/ INCH OF NOTCH 5.9 COMPRESSIVE STRENGTH, PSI 25000- 38000 TYPICAL THICKNESS, INCHES 3/8 3. POOL SHELL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT, MU(, -K, OR OTHER DELETERIOUS MATERIAL- OF ANY SIGNIFICANT AMOUNT. 4. BACKFILL MATERIAL MUST NOT CONTAIN ROCKS OR OTHER MATERIALS THAT COULD DAMAGE POOL WALLS. 5. POOL TURNOVER SHALL BE 12 HOURS, MAXIMUM WITH HI -RATE RAPID SAND FILTER (MIN. 18- DIAM OR 1.75 SF) AND PROPERLY GROUNDED. APPROVED PUMP (MIN. M HT W/ 29 GPM 60 TDI) HAYWARD OR EQUAL. 6. STEPS SHALL BE PROVIDED AT THE SHALLOW END OF THE POOL. CONVENIENCE GRAB BAR SHAM BE PROVIDED PER INSTALLATION PLAN 7. LADDERS ARE TO BE PROVIDED IN POOLS WITH GREATER THAN Y DEPTH WITOUT SWIM OUTS.. 8. INSTALL LOW VOLTAGE LIGHT AS PER N.E.C. 680. 9. DIVING PLATFORMS OR DIVING BOARDS ARE NOT TO BE INSTALLED ON THESE POOLS EXCEPT FOR THE BIG BLUE KEY POOL PLAN. THIS POOL MEETS THE ANSI/NSPI-51995 DIVING POOL REQUIREMENTS FOR TYPE 1 & TYPE 2 POOLS. 10. DURING A HURRICANE WARNING OR ALEPT, THIS POOL SHALL BE FILLED WITH WATER 11. THESE POOL PLANS MEET OR EXCEED THE ANSUNSPI 51995 RESIDENTIAL INGROUND SWIMMING POOL AND ANSI/NSPI 3 1992 PERMANENTLY INSTALLED RESIDENTIAL SPA STANDARDS. The followug codes are to be met where required Florida BmWi g Code - Building 2001 Florida BmIdug Code - Mechwucal 2001 Florida Buldirg Code - Plunbng 2001 Florida Build'¢* Code - Fuel Gas 2001 1997 Standard Swimmmg Pool Code 1999 National Electric Code 98-76 Building Construction Administrative Code 3/8" FIBERGLASS BRICK/PRECAST COPING SHELL 2500 PSI CONCRETE W/10x10 WWM WATER LEVEL PERIMETER DECK AT POOLSIDE 2500 PSI CONCRETE w/ I0x10 WWM OR FIBERMESH zsoo PSI Wi ��sx AIR SPACE 3.B" CONCRETE SW - / ----- - -- - -- / — B" 1 Z o3t'� • Ec; 'I I 3/8" FIBERGLASS WATER LEVEL VAPOR i L (1)#8REBAR BARRIER COMPACTED EARTH SHELL THICKENED EDGE OFSLAB OPTIONAL CANTILEVER DECK AT POOLSIDE OR FIBERN ESH -7 i AIR SPACE LATICRETE 300 OR EQUIVALENT `v 3/8" FIBERGLASSI WATER LEVEL SHELL y OPTIONAL BRICK/PRECAST AT POOLSIDE 13 2nn.1 C) M N „ z ° AO r -d co � Lo w M N N n tn N N e `✓ PUMP SKIMMER: HAYWARD SP1077 or SP1084 I-_ OR PENTAIR BERMUDA RETURN THROUGH - 1-I/2"PVC FILTER TO POOL l LINE TO PUMP —. PUMP: POOL_,\ PENTAIR PINNACLE sl3r� I�- 3/4 HP, - 1 HP, 1-1/2" FLEX PIPE OR 1.5 HP WALL DRAIN - FLORIDA BUILDING CODE 424 - 2 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND ALL CONSTRUCTION SHALL MEET THE FOLLOWING CODES: FLORIDA BUILDING CODE - BUILDING 2001 FLORIDA BUILDING CODE - MECHANICAL 2001 FLORIDA BUILDING CODE - PLUMBING 2001 FLORIDA BUILDING CODE - PULE GAS 2001 NATIONAL ELECTRIC CODE 1999 PIPING SHALL BE SCH. 40 PVC. NSFpw, MAX PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL PLAN SHALL SHOW 7HE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY T WITH APPROVED ANSI/ASME Al 12.19.8M COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAY BE PLACID ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1 -1 % FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUCTION PIPE SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM MUST E INSTALLED. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM THE VENT PIPE SHALL BE TIED TO THE MAIN DRAIN LINES, SIZED THE SAME AS THE MAIN DRAIN SUCTION LINE AND BROUGHT BACK TO THE FILTER LOCATION, ELBOWED UP AND OVER WITH A GRATE FOR PROTECTION AND LABELED "SAFETY GLASS" AS AN ALTERNATIVE THE SAFETY VACUUM RELEAS4E SYSTEM (SVRS) MAY BE AN APPROVED VALVE MEETING fAPMU IGC 160-2001 a SKIMMERS DO NOT REQUIRE PROTECTION AND MAY BE DESIGNED FOR 30 GPM SUCTION. THE FOLLOWING SHALL BE LABELED WITH RED LABEL MAKER TAPE AT THE FILTER LOCATION: PIPE, VALVES, "SAFETY VENT" OR "SAFETY DEVICE", PUMP(S) OFF SWITCH, I HEREBY CERTIFY THAT I HAVE DESIGNED THIS AND IT IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 424-2 ANSUNSPI-3 1992, STANDARD FOR PERMANENTLY INSTALLED SPAS AND ANSI/NSP-5 1995 STANDARD FOR RESIDENTIAL IN -GROUND SWIMMING POOLS. NOTES: 1. MAXIMUM VACUUM PRESSURE ON WALL DRAIN IS LESS THAN 0.5 PSI. 2. BOTTOM DRAIN WITH FLEX PIPE ARE NOT REQUIRED, BUT ARE OPTIONAL. 3. POOL DRAINS WITH A VACUUM HOSE INSERTED INTO SUCTION LINE TO PUMP. AIR SPACE - POOL DECK TOPPING —; Calculations Mmim(xn head causing suction: 12 in. water pressure = (62.4 lb/cu.ft.y 144sq.in. = 0.434 psi I ( 2500 PSI CONCRETE w/ 10x10 WWM OR FIBERMESH IMMER LINE � l -- PUMP ALL PLUMBING LINES FIL,I,ER 1-1/2" PVC SCH 40 ADDITIONAL NOTES: 1. POOL INSTALLATION SHALL BE BY A QUALIFIED AND LICENSED (APPROVED BY LOCAL BUILDING DEPARTMENT) POOL CONTRACTOR, THE INSTALLATION SHALL CONFORM TO ALL LOCAL BUILDING CODES, EE. PERMITS, SPECIFICATIONS, CODES, RULES, INSPECTIONS, WORKMANSHIP, ETC. 2 TYPICAL PROPERTIES OF A REINFORCED FIBERGLASS POOL: BARCOL HARDNESS OF 30 MIL GEL COAT 40-50 GLASS CONTENT BY WEGHT 27% TENSA E STRENGTH, PSI AT 77° F 19,500 TENSILE ELONGATION 1-2% FLEXURAL STRENGTH, PSI AT 77s F 23,800 -27,600 FLEXURAL MODULUS, P3 X 10 AT 77° F 0.72-0.77 1200 IMPACT FT -LBS/ INCH OF NOTCH 5.9 COMPRESSIVE STRENGTH, PSI 25000- 38000 TYPICAL THICKNESS, INCHES 3/8 3. POOL SHELL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT, MU(, -K, OR OTHER DELETERIOUS MATERIAL- OF ANY SIGNIFICANT AMOUNT. 4. BACKFILL MATERIAL MUST NOT CONTAIN ROCKS OR OTHER MATERIALS THAT COULD DAMAGE POOL WALLS. 5. POOL TURNOVER SHALL BE 12 HOURS, MAXIMUM WITH HI -RATE RAPID SAND FILTER (MIN. 18- DIAM OR 1.75 SF) AND PROPERLY GROUNDED. APPROVED PUMP (MIN. M HT W/ 29 GPM 60 TDI) HAYWARD OR EQUAL. 6. STEPS SHALL BE PROVIDED AT THE SHALLOW END OF THE POOL. CONVENIENCE GRAB BAR SHAM BE PROVIDED PER INSTALLATION PLAN 7. LADDERS ARE TO BE PROVIDED IN POOLS WITH GREATER THAN Y DEPTH WITOUT SWIM OUTS.. 8. INSTALL LOW VOLTAGE LIGHT AS PER N.E.C. 680. 9. DIVING PLATFORMS OR DIVING BOARDS ARE NOT TO BE INSTALLED ON THESE POOLS EXCEPT FOR THE BIG BLUE KEY POOL PLAN. THIS POOL MEETS THE ANSI/NSPI-51995 DIVING POOL REQUIREMENTS FOR TYPE 1 & TYPE 2 POOLS. 10. DURING A HURRICANE WARNING OR ALEPT, THIS POOL SHALL BE FILLED WITH WATER 11. THESE POOL PLANS MEET OR EXCEED THE ANSUNSPI 51995 RESIDENTIAL INGROUND SWIMMING POOL AND ANSI/NSPI 3 1992 PERMANENTLY INSTALLED RESIDENTIAL SPA STANDARDS. The followug codes are to be met where required Florida BmWi g Code - Building 2001 Florida BmIdug Code - Mechwucal 2001 Florida Buldirg Code - Plunbng 2001 Florida Build'¢* Code - Fuel Gas 2001 1997 Standard Swimmmg Pool Code 1999 National Electric Code 98-76 Building Construction Administrative Code 3/8" FIBERGLASS BRICK/PRECAST COPING SHELL 2500 PSI CONCRETE W/10x10 WWM WATER LEVEL PERIMETER DECK AT POOLSIDE 2500 PSI CONCRETE w/ I0x10 WWM OR FIBERMESH zsoo PSI Wi ��sx AIR SPACE 3.B" CONCRETE SW - / ----- - -- - -- / — B" 1 Z o3t'� • Ec; 'I I 3/8" FIBERGLASS WATER LEVEL VAPOR i L (1)#8REBAR BARRIER COMPACTED EARTH SHELL THICKENED EDGE OFSLAB OPTIONAL CANTILEVER DECK AT POOLSIDE OR FIBERN ESH -7 i AIR SPACE LATICRETE 300 OR EQUIVALENT `v 3/8" FIBERGLASSI WATER LEVEL SHELL y OPTIONAL BRICK/PRECAST AT POOLSIDE 13 2nn.1 C) M N „ z ° AO r -d co � Lo w M N N n tn N N e `✓ SANFORD BUILDING DEPT. NALLY AND CoND EWED ACCEPTED FOR RMIT.THESE PLANS AREIA PERMIT ISSUED S O LL BE CONSTRUED TO BE A LuCENSF TO PROCEED WITI`4 THE WORK AND NOT AS AUTHORITY TO VIOLATE. CANCEL, ALTER. OR SET ASIDE: ANY OF THE PROVISIONS OF THE -IECHN CAL CODES. NOR SHALL- ISSUANCE MALLISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER V10!-ATiONS OF THS CODES. QFFICLC�� PERMIT kov7zfs