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HomeMy WebLinkAbout209 Porchester Dr (2)Permit #: 0-3o Job Address: 209 PORCHESTER DRIVE CITY OF SANFORD OERMrr APPLICATION RECEIVED AUG 2 4 2007 Date: 0y/11 Description of Work: INSTALLING IN GROUND GUNITE SWIMMING POOL W/ CONCRETE DECK AROUND POOL. Historic District: Zoning: Value of Work: $ �Q. o as Permit Type: Building Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 34-19-30-519-0000-0030 (Attach Proof of Ownership & Legal Description) Owners Name & Address: DONALD L. & DONNA D. GAGNON 209 PORCHESTER DRIVE, SANFORD, FL. 32771 Phone: 407-927-4177 Contractor Name&Address: ATLAS POOLS OF CENTRAL FLORIDA, INC. 3024 KANANWOOD CT. # 1008, OVIEDO, FL. 32765 State License Number CPC -1457252 Phone & Fax: 407-366-4600 FAX 407-366-5023 Bonding Company Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact Person: BRUCE WEMPLE phone: 407-366-4600 Phone: 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 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 fitis v $ti " at I will notify then roperty of the requirements of Florida Lien Law, FS 713. ig re of Ow rI Tt 6' - A Ab Date_, - Signature o ontracto gent Date ' . b y ") n u� 3C lGT`! BfL+�G� M. WEmin-e trm?Owner/Agent's Name Pnnt tractor/Agent's Name Signature Xf Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or —Produced I–, Contractor/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: /'1 Zoning: opt o /SII Utilities: FD: tInfUdi & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: ro.►Ay •ut, Notary State of Florida Frederick Alan Hale Jr o• My Commission DD473645 OF fExpires 0911912009 01 KENNETH M. LAUVER III * *_ MY COMMISSION # DD687439 EXPIRES June 20, 2011 (407) 398-0153 FloridallotaryServicexom t� Permit # : D 7-30 30 �f .lob Address: 209 Porchester Drive CITY OF SANFORD PERMIT APPLICATION �f Date: Description of Work: Wring for swimming pool Historic District: Zoning: Value of Work: Permit Type: Building Electrical XXX Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration XXX 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 Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 34-19-30-519-0000-0030 Owners Name & Address: Donald L. & Donna D. Gagnon 209 Porchester Drive, Sanford 32771 Contractor Name & Address: Emcee Electric 460 N. Milwee Ave Phone & Fax: 407-260-5410 Bonding Company: N/A Address: Mortgage Lender: N/A Address: Architect/Engineer: N/A Address: (Attach Proof of Ownership & Legal Description) Phone: FL 32750 State License Number: EC0002325 Contact Person: Michael Calhoun Phone: Phone: 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 requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requireme s of flori a Lien Law, FS 713. /9 U Signature of Owner/Agent Date Sig ature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg:! Zoning: nitial & Date) Special Conditions: Paintractor/Agent'sKqFe tY /`7 ignature of Notary -State of Florida' Date Contractor/Agent is Per �ovally Known to Me or Produced ID 52L-�1= Utilities: FD: FD: (Initial & Date) (Initial & Date) (Initial & Date) POWER OF ATTORNEY I hereby name and appoint ¢W &AZ-- to be my lawful attorney in fact to act for me and apply to the L' nj ,r- Building Department for an Electrical permit for work to be performed at a location described as: Lot: S Subdivision: "S LAAn> j(� PH- I (Owner of Property and Address) 34- 19- 30- 15r - Ouoo- 0030 (Parcel ID) And to sign my name and do all things necessary to this appointment. Michael Calhoun EC0002325 STATE OF FLORIDA; COUNTY OF SEMINOLE The foregoing instrument was acknowledged this ZZIJ day of A va u 9r , 2007, by Michael Calhoun , who is personally know to me or has produced (type of identification) as identification. IA�- 96ature of Notary Public, State of Florida Kenneth M. Lauver III Print, Type, or Stamp Commissioned Name of Notary Public t KENNETH M, LAU FR I, '. EXPIRE$ June 20, 2011 407) 396.0153 FI,�rIGSNbtdry�orv;ru.cCM I hereby name and appoint - fact to act for me and apply to the Gil y '4 - NMI to be my lawful attorney in Building Department for a St,v,,,,�,.,,J�- tax permit for work to be performed at a location described as: Lot: 3 Subdivision: ihays LA..r� ,,,j, (Owner of Property and Address) -gq- 19';()- 5-1.9 - torn -oo3C (Parcel ID) And to sign my name and do all things necessary to this appointment. M. Wemple :1457252 STATE OF FLORIDA; COUNTY OF SEMINOLE The foregoing instrument was acknowledged this Zdday of "A , 2007, bye t� Vtn , who i personally kno to me or has produced (type of identification) as identification. , �- i. C�m - SignkWe of Notary Public, State of Florida Tiffani Lynn Mavrakis Print, Type, or Stamp Commissioned Name of Notary Public ?.um pu,, Tiflani Lynn Mavrakis My Commission DD263157 '1QV Expires October 29, 2007 City of ,Sanford, Florida IMPERVIOUS SQUARE FOOTAGE ALLOWANCE Please submit with building permit application SITE ADDRESS �O� —Pn YCy \ -D y j V LOT # 3 SUBDIVISION ' a<., )s L.Yoel' A TOTAL LOT SIZE 12-)9S(--) COVERAGE ALLOWED J!:�50 % OR SQUARE FEET HOUSE 1 ST FLOOR SLAB LANAI/PORCH/ SUNROOM ETC. FRONT ENTRANCE DRIVEWAY SIDEWALK v MISC. ACCESSORY STRUCTURE 9 P��, HOUSE SUB TOTAL [, / POOL POOL (INCLUDING WATER) POOL SUB TOTAL OTHER PROPOSED IMPERVIOUS OTHER SUB TOTAL TOTAL[/ / (> LI/ LESS ALLOWABLE OVER/ UNDER T:\FORMS\Impervious Square Footage Allowance.doc ATLAS POOLS OF CENTRAL AL FL® I®A, INC. 3024 Kananwood Ct., Suite 1008 • Oviedo, FL 32765 (407) 366-4600 • (407) 273-4600 o Fax (407) 366-5023 AGREEMENT CPC1457252 1. PARTIES: Agreement between ATLAS POOLS OF CENTRAL FLORIDA, INC, hereinafter called the Contractor, and DONALD L. & DONNA D: GAGNON Hereinafter called the Owner 2. AGREEMENT: The Contractor agrees to build a residential swimming pool on the premises described as follows: Address: 209 PORCHESTER DRIVE, SANFORD, FL. 32771 Legal: LOT 3 KAYS LANDING PHASE 1, PB. 67, PGS. 41-43 SEMINOLE COUNTY 3. PRICE and TERMS: 1) Total Contract Price THIRTY SEVEN THOUSAND AND NO/100 DOLLARS ----------------- --- ---- _-_______-_-_________ ($ 37,000.00 ) payable as follows: (1) $ 3,700.00 10% payable upon signing of this instrument as a deposit. (2) $ 11,100.00 30% upon completion of dig and steel. (3) $ ' 11,100.00 30% upon completion of the concrete shell. (4) $ 9,250.00 25% upon plumbing, extras, and after rough deck is poured. NOW, (5) $ OW,, 0.00 (if applicable) after fence or screen has been installed. (6) $ 1,850.00 5% balance of contract price, prior to initial chlorination of the pool but, in any event, prior to the utilization of the pool by the Owner. Extras and/or Change Orders are in addition to the contract price and shall be paid when signed by the Owner. Progress payments are payments for completed work, and if not paid within 10 days from their due date they shall bear interest at the rate of 18% per annum until paid. 4. CONSTRUCTION SPECIFICATIONS: Contractor will install a swimming pool and appurtenant structures and equipment in accordance with the plot plan and these construction specifications. Contractor reserves the right to substitute like or similar material, equipment or fixtures. The plot plan is intended to be a representation of the pool to be built and is not intended to represent an "as built" drawing, because pool location, elevation of pool, location of decking and enclosures are subject to changes due to set -back requirements, locations of existing improvements, soil conditions and other conditions beyond the control of the contractor. All measurements in the contract and on the plot plan are approximate and the pool dimensions contained in the contract may vary from the "as built" measurements. Deviations up to 3 inches are acceptable. Therefore, the parties agree that it is impossible to ascertain actual damages in the event of deviation from specified pool dimensions. The parties agree to adjust the contract price of an amount calculated by multiplying the percentage reduction of surface area times one-half (1/2) of the total contract price for diminished water surface area, and $50.00 for each vertical inch of depth deficiency measured only at the main drain and shallowest portion of the pool as liquidated damages to owner resulting from said variations, if any. Depth is measured from the floor of the pool to the top of the water line tile. Any additional soil needed for decking or normal grading in excess of what is dug from the pool, is at the home owner's expense. Any and all additions required by building department would be at owners expense. If a diving board or slide is installed, there is no liability assumed for injuries as a consequence of use or misuse of the diving board or slide. If a diving board or slide is installed later, there is no liability to the pool contractor and it shall cancel all warranties. EXISTING Sprinklers: Removal HOMEOWNER Rerouting: HOMEOWNER Planting: Removal HOMEOWNER Resodding: HOMEOWNER Fencing: Removal HOMEOWNER Reinstalling: HOMEOWNER POOL SHAPE CUSTOM Underwater Light (1) LED HAYWARD Pump PENTAIR WHISP 2111P Elevation T.B.D. Handrail NONE Filter PENTAIR CART. CC -200 Shallow Depth 3FT Skimmer ONE Chlorin a r INTELLICHLOR IC40 Greatest Depth 5FT Main Drain TWO Automation EASYTOUCH 4-FUNC Greatest Width 14FT 6IN. Returns THREE Heate NONE Greatest Length 32FT ANONE Auto Timer to I `POOL SHARK Auto Vac. System Interior Finish MAGIC COLORS Shallow end Steps & Swimout Included Vac. Head, Hose, Brush Included Deck ACRYLIC TEXTURED Safety Barrier NONE Pole and Test Kit Included Tile 6" X 6" STANDARD Termite Treatment Homeowner Screen NONE Additional Work: NORMAL DIG AND HAUL RAISED BEAMS STEP RISERS AND THICKENED EDGES PER PLAN ACRYLIC COLOR ONLY APPROX. 231 SQ. FT. OF EXISTING PATIO. SEE PLAN. SPA PER PLAN. SEE PLAN FOR ALL DETAILS. 5. BUYERS RIGHT TO CANCEL: The Contractor shall not be obligated to commence construction of this pool until three (3) days after the signing of this contract by the Owner. Since this contract may be construed as a Home Solicitation Sale, purchaser is hereby notified of his right to cancel under the Home Solicitation Sales Act. This is a Home Solicitation Sale. If you do not want the goods or services contracted for, you may cancel this agreement by mailing a notice to seller. This notice must indicate that you do not want the goods and services and must be postmarked by midnight of the third day after you signed this agreement. If you cancel this agreement, the seller may keep all or part of the cash down payment. 6. OFFER AND AGREEMENT: This Contract Shall be deemed an offer to ATLAS POOLS OF CENTRAL FLORIDA, INC., and shall be null and void unless accepted by a guly authorized officer of the Contractor within ten (10) days of the date and year noted the Owners' signatures. The Salesman has no authority to bind the Contractor. All agreements and understandings are contained in this contract and the Owner warrants that there are no agreements or understandings other than are set forth in this document. Acceptance of the terms of this contract by Contractor is to be communicated to the Owner by transmitting a copy of this contract to them showing acceptance by the sellers by the execution of a duly authorized officer of the Contractor or by commencing construction. NOTICE TO PURCHASER DO NOT SIGN THIS AGREEMENT BEFORE YOU HAVE READ IT OR IF IT CONTAINS ANY BLANK S AC S You are entitled to an ext copy of this contract that you have signed and hereby acknowledge that it was completed and signed on the day of 7 Presented byOWNER Salesman C-. OWNER Accepted by ATLAS POOLS OF NTRAL FLORIDA, INC. STREET ADDRESS 209 PORCHES ER DRIVE CITY, STATE & ZIP SANFORD, FL. 32771 PHONE NUMBER 407-927-4117 NOTICE: SEE REVERSE SIDE FOR IMPORTANT WARRANTIES AND CONCLUSION OF CONTRACT. AP -SNOT 12/06 Reorder MBF 407-657-7414 r X: AUo�.24, 2001 8 33AM SANTORO STATE FARM 360 Kay's Landing HOA, Inc. 8009 South Orange Avenue Orlando, F1328o9-6711. June 29, 2007 Donald L. & Donna D. Gagnon 209 Porchester Drive Sanford FL 32 -77 - Re: 209 Porchester Drive Dear Donald L. & Donna D. Gagnon: N0 -4921547P' 1 P.01/01 Enclosed find the reviewed application for the improvement you have planned. The Architectural Review Board has approved your application for Fence, Pool, & Screen Enclosure with the condition that you obtain all necessary permits, and the improvement meets all municipal guidelines or restrictions (if applicable). Please see the attached application for stipulations. Attached is a copy of your approved Architectural Review Application. If we could be of further assistance please do not hesitate to contact our office. Association Manager: Kent Taylor, LCAM® Office # 407-781-1181 Fax # 407-781-1298 ktaylor@lelandmanagement.com C.c. Owner's File Enclosure - _ (1111 IN III it 111 II INI 1((1191 III 1111111 ill III oil II III 1111111111 THIS INSTRUMENT PREPARED BY: Building & Fire Inspecxi,op Name: RANDALL SCHMIDT 1101 East First S>r� Address: UVILUU, FL. 32/bb Sanford, Florida 32i7:�71, IT, State of Florida County of Seminpld." C:5 7:) NOTICE OF C®IV MENCEMENT "' ::,, rD Parcel ID Number (PID) 34-19-30-519-0000-0030 rn - r y 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. f'7 DESCRIPTION OF PROPERTY (Legal description of the prop ertyy and street address) LOT 3 KAYS LANDING PH -1, _: . PB -67, PGS 41-43). 209 PORCHESTER DRIVE, SANFORD, FL. i r..� GENERAL DESCRIPTION OF IMPROVEMENT INSTALLING IN GROUND GUNITE SWIMMING POOL WITH A CONCRETE DECK AROUND THE POOL. t�J OWNER INFORMATION "=I Name and address: DONALD L. & DONNA D. GAGNON 209 PORCHESTER DRIVE, SANFORD, FL. 32771 i 7.t -:r E-5 CONTRACTOR ' p;} Nameandaddress: ATLAS POOLS OF CENTRAL FLORIDA, INC 3024 KANANWOOD CT6-:'1 #1008, OVIEDO, FL. 32765 CC Persons within the State of Florida Designated by Owner upon whom notice or other documents mayb`e`rv,served as Name and ddre Section 713.13(1)(b), Florida Statutes. Cj _ .... ., A��'•`,.G U _.tv�\�' tri In addition to himself, Owner Designates of. - To receive a copy of the Lien is Notice?•as`Provid'ed in Section 713.13(1)(b), Florida Statutes./ ��`UZI Expiration Date of Notice of Commencement The expiration date is 1 year from date of recording unless a different date is specified.) STATE OF FLORIDA 1� COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this �' g 9 I g day of �U�y3j , 2007:�: by z poy41,9 A�), G401i10-V Who is personally known to me Name of person m king statement OR who has produced identification c type of identification produced (SEAL) ro' °`" Notafi' Public State of Florida Frederick Alan Hale Jr Q My Commission DD473645 Of r` Expires 0911912009 Seminole County Property Appraiser Get Information by Parcel Number , E-; , DETAIL DAVID .lOHNfitON;.,C3rA, ASA UER tl. �J API Pl""RABEd SEMINGL.E C0UNTY;FL. FltisT ST BANFcaa-F 3.2771-14W 407 - 6frFi, .7508 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 34-19-30-519-0000-0030 Depreciated Bldg Value: $255,662 Owner: GAGNON DONALD L & DONNA D Depreciated EXFT Value: $0 Mailing Address: 209 PORCHESTER DR Land Value (Market): $62,000 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 209 PORCHESTER DR SANFORD 32771 Just/Market Value: $317,662 Subdivision Name: KAYS LANDING PHASE 1 Assessed Value (SOH): $317,662 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD (2007) Taxable Value: $292,662 Dor: 01 -SINGLE FAMILY Tax Estimator Tax Reform Ana is 2007__ Notice _ of_Proposed-Property-Tax SALES Deed Date Book Page Amount Vac/Imp Qualified 2006 VALUE SUMMARY WARRANTY DEED 03/2006 06181. 1623 $442,000 Improved Yes 2pp6 Tax_Bill Amount: $6,426 SPECIAL 10/2005 05994 1T29 $373,000 Improved Yes WARRANTY DEED 2006 Taxable Value: $326,464 SPECIAL DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 10/2005 05277 1215 $694,300 Vacant No ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick .. - Method Units Price Value LOT 3 KAYS LANDING PHASE 1 PB 67 PGS LOT 0 0 1.000 62,000.00 $62,000 41-43 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wall Bid Value Est. Cost Num Bit SF SF SF New 1 SINGLE 2005 12 2,546 3,428 2,546 CB/STUCCO $255,662 $258,244 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 248 Appendage / Sgft OPEN PORCH FINISHED/ 28 Appendage / Sgft GARAGE FINISHED / 606 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. **" Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. Page 1 of 1 http://www.scpafl.org/web/re_web.seminole county_title?parcel=34193051900000030&cpad=porchester&... 8/23/2007 Permit #: I Project Name: 07-3069 1 Swimming Pool Address: 209 Porchester Dr. Plans Reviewed By: Richard Denman 10/05/2007407-330-5656 The Permit Is Subject To The 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. 1. 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 2004 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. s. 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. .. i PERMIT # 0 7- 36 DATE; Notice ®f Requirements I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at 209 PORCHESTER DRIVE, SANFORD, FL. 32771 , 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 U 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 $500 and/or up to 60 days in jail as established in Chapter 775, F.S. G Contractor's, NameA Date Owner's Na "-e & Date` M,? y-3ij07 1;3 , 9/ >=>ANTC,R,:=, STATE FARM r 13 W 42*7p FSek lPadbMn IIx CCL COIVSULTAAFTS Auikom&nom c a EWsNS PLAWRM � � -ca v �SWrt C Ute. � L Imnt Owl �H ORLANDO TAMPA IER �e a4 POWt-4,03 MAL jupn .-LOT., ((�f jflltl'I G t� r ' �r TO a f �� �T .3 w�, 'row, L � Y i5G� RIF. AQV t� GG> JX? LaCATIDN S s� r 407315476 F.01i01 �d �_. P-1 ,;; >$mFe'fS��i ,,aa 90.Q�9 T� .1 i sr� r�Vuai ..� �...,.... 684 r S 6.AA INC PHA, ,y»....- t rill dad i X35 W Met 0006W 114 OFSEMM -14 K ss . g rw SPPe - W Sam X CASX i7 . ` W a&kVrr R2 BO9G !T� arbpvail tomm tK' LC :! -YOB ft� nM- Lr .r� E� (9itei cl coamam C s >S"8 FSsSY ffi�i fg� O is 6lCd W� vo o f fi a o lR fiII PRP _ �tii's C£� l�•�i g Int rte' x ° mc NA � f%° DS fie Yr �f t� K .-LOT., ((�f jflltl'I G t� r ' �r TO a f �� �T .3 w�, 'row, L � Y i5G� RIF. AQV t� GG> JX? LaCATIDN S s� r 407315476 F.01i01 �d �_. P-1 ,;; >$mFe'fS��i ,,aa 90.Q�9 T� .1 i sr� r�Vuai ..� �...,.... ,y»....- <4 f l�U' Y0.m �iYc�-Te9 I��'�- peD�q"�,,."•£��t_�. `� T " � WHUIN ROS ��� rY by ?o �ms ttWAM l td'+ jR�'uy�jj ,pp ft� nM- Lr .r� w fo a oo dlrt 9 P ic) 6jvjr '� Ave �� f f � arFn' m eaw*4—� Am Q � (4 r. £9 f M9C aMPM ddb � e to ow 865 rLN2 r&S G� � CrIevir-- g Int rte' x ° mc NA � f%° DS fie Yr �f t� K �QiSiJY c� P ds t3551Yff� �*� � 6 CA � � P r Ji 'A c 4. 8 �✓�Y2 Lew' � t Ag n s��r .� ®} W€u$ bizymm PATE -�"i�'1`dr__ __— — PUM 3 JAN — E°1�Ak!�dO�Jib 1160Ai �b �i ��� @F � MAL�a — ---- f %VI Ia V i�96 It'd S4� �7��ffi _ - TOTAL F� 0 1 fl JOS NAME N JOB # k- AGNON -- - OCAT90N MAP z LLa HOMEOWNERS RESPONSIBILITIES: PRIOR TO STAIN OF d AFTER THE CONSTRUCTION DEPARTMENT COMPLETES AN CONSTRUCTION ALL LANDSCAPING, SPRINKLER SYSTEMS INSPECTION AND ASSESSES THE SITE; SOME CHANGES / AND ANY UNFORESEEN STUMPS IN AREAS OF ACCESS MAY BE REQUIRED. (I.E. RETAINING WALL DUE TO SLOPE AND POOL CONSTRUCTION MUST BE REMOVED BY OF YARD, HORSE SETBACKS, AND UTILITY EASEMENTS). HOMEOWNER.AF POOL IS TO HAVE A GAS HEATER OF ANY , POOL CONTRACT PRICE WILL THEN BE ADJUSTED TYPE, ARRANGE FOR DELIVERY OF STORAGE TANK AND ACCORDINGLY IF ANY ADDITIONAL IS REQUIRED. OR HOOKUP IS THE RESPONSIBILITY AND EXPENSE OF THE HOMEOWNERMOME BUILDER IS RESPONSIBLE FOR HOMEOWNER...AS IS ANY RESODDING OR LANDSCAPING. HAVING DECK TREATED FOR TERMITE PROTECTION AFTER TOP EXISTING: ACRYLIC SOFT, 231 DECK HAS BEEN FORMED. d' � > \ 46A \ i i FINAL. PLACEMENT OF SKIMMER, MAIN DRAINS, RETURNS, AND EQUIPMENT;FBD BY ATLAS POOLS HOMEOWNER IS INSTALLING THEIR OWN WINDOW/DOOR ALARMS TO � ,PODS BEFORE THE PCX)L. L•'iN}SH WtL.E, BE APPLIED TO THE POOL (ATLAS POOLS NOT TO BE LIABLE_) s / i HOMEOWNER TO HAVE: AL.I. NECESSARY TREES, SHRUB..SHEDS, DECKING, STUMPS. TRASH ETC, REMOVED PRIORTo LAYOUT OF POOL.. - HOMEOWNER IS INSTALLING THEIR OWN, C E N ENCLOSURE TO CODE BEFORE THE POPE, FLNSII I i WILL. BE APPLIED TO THE POOL.. (ATLAS POOLS NOT 1 "1'0 BE LIABLE) � i EASEMENT LINE -- � I 41 ft. SPA RAISED 12" FLOOR RETURN PROPERTY LINE 1 - OECKANCHOR N N SPA LIGHT 3 ft. 4 in. � _ i 24" SPILLWAY POOL: SURFACE AREA 389 SQFT, 84 s.� LF_ 5ft.Pf PREP WORK DECKING EXCAVATION: TYPE NORItiiA TYPE: ACRYLIC TEX. SOFT, 575 bu e SUN LF C TOP EXISTING: ACRYLIC SOFT, 231 $I � REMOVAL: TRASH: # N/A LOADS S`r NORMAL_ DIG JJ4� AND HAUL 6 V aft. �C' m 4 ft- --- I. FD LIGHT DECK ANCHOR MOUT � I WINDOW WiNL9OW COLOR TO MATCH P} D WINDOW IZOTem 'wAl'_,Ej'REEyTI96_-'`,�IDSR.{IZLC. r' -p l.f' 1�.I fy�i PROPERTY LINE EASEMENT LINE cv I IOMEOWNER TO INSTALL. DOOR WINDOW ALARMS TO LOCAL CODE GAGNOIN EI C ELECTRIC METER STYLE: COLOR- I WALL HGT- w N/A x 3/A - EQUIPMENT GAS HEATER F, Lcifl, ATLa4S POOLS OF CENTRAL FLORIDA, INC. 3024 KANANWOOD CT-, SMITE 1008, OVIEDO, FL 32765 (407) 2734400 m (407) 366-4600 e FAX (407),366-5023 WEB SITE: 12tt.p:/1w .aClaspoolsofcentraElfl.corp CPC1457252 MAX. WIDTH, ' FT. MAX. LENGTHz -> FT, �EPTH:3ET TO _5F� �-.PERIMETER: POOL: SURFACE AREA 389 SQFT, 84 s.� LF_ SPA: SURFACE AREA 29 SQFT. PERIMETER: 19 LF, PREP WORK DECKING EXCAVATION: TYPE NORItiiA TYPE: ACRYLIC TEX. SOFT, 575 REMOVAL: DIRT DUMPTRUCK OTHER: NIA S0FT._f� —/A REMOVAL: STUMPS # N/A SIZE 0 TOP EXISTING: ACRYLIC SOFT, 231 REMOVAL: CONCRETE: NIA SOFT DECK -0 -DRAIN: 41 LINFT, REMOVAL: TRASH: # N/A LOADS FOOTERS (NORMAL) NIA LINFT, FENCE: REMOVED BY HOMEOWNER THICKENED EDGE: 6" N/A LINFT, FENCE: REPLACED BYHOMEOWNER THICKENED EDGE: 12" N/A LINFT. GRADING: WHEN HNAL #IRS THICKENED EDGE: 18" NIA LINFT. STRUCTURAL WORK CANTILEVER (TOTAL): LINFT: "ANGLE OF REPOSE" ENGINEERING--'R&INFT. OTHEREDGE: /A ) LINFT. 8" BOND BEAM (STONEIBRICK) N/A LINFT. STEPS 1 SWIMOUT OVER 30 -FT N/A LINFT. BANDING: YES -------- NO X RAISED BEAMS: 6" N/A LINFT. STEP RISERS (REGULAR) LINFT. 12" LINFT. (CANTILEVER/TILE) LINFT. 18" N/A LINFT. 24" NIA LINFT. EQUIPMENT & ACCESSORIE BEACH AREA: SHALLOW YES DEEPNG FILTER:PENlAIR CARTSIZE: CC -200 TILE: WATERLINE (6" X6") STANDARD PUMP:PENTAIR WHISPERFLO 2 H EDGE TILE: YES NO _ -- ------ ---- ADDT'L PUMPS: N/A HP O HP INTERIOR FINISH: MAGIC COLORS LIGHTS: # 1 TYPE LED HAYtn�ARD COLOR: I.D.D. CHLORINATOR: INTELLICHLOR IC 40 THERAPY SPA CLEANER: PENTAIR POOL SHARK HEAT PUMP N/A INSIDEYES OUTSIDE NO SIZE 29 SQFT SOLAR # PANELSN/A CONTROLN/A INCLUDES: BENCH, STEP & # 4 JETS WATER FEATURES:(1 ) bumbler DAM WALL JIL FT. SPILLWAY 2_4_" WIDE SAFETY FENCES: N/A LINFT. LIGHT: TYPE PENTAIR SIANDARU NO GATE NO DIRT NO PAVERS NO POOUSPA CONTROL E.;:,00gk.I: # jti, kl,4M ,L: •_ TOTAL GALLONAGE -POOL APPROX.11 670 HEATER: NATURAL GAS I PROPANEYESTOTAL GALLONAGE -SPA APPROX. 625 BTUs 250,090-- MISC 2 -DECK ANCHORS EIEC. RUN (METER TO EQUIP) 4O LINFT. PLUMBING (EQUIP TO POOL) INET BUYER (PLEASE INITIAL) APPROVE THE ABOVE SPECIFICATIONS: APPROVE THE EQUIPMENT LOCATION: PREPARED BY: RANDAL_L_ SC HMIDT EXCLUSIVELY FOR: NAME: DONALD & DONNA D. GAGNON ADDRESS: 209 PORCHESTER DRIVE CITY: SANFORD mp_�2771 HOME PHONE:407-927-4117 WORK: CELL: } PERMIT TO BE SECURED FROM: CITY OF SANFORD (1 Ei111 DOORS; INSERTS- \1/ N// LOT 3 SUBDIVISION:KAYS LANDING PH -1 PLAT BOOK: 6 PAGES: 41-43 PR OF SEMINOLE COUNTY CIS SIGNATURE:. yj..�--c DATE: F:S SIGNATURE: X fj 'C: — -� PAN ROOF: I ELITE ROOF: �, SIZE f. FAN BEAMS: F_ (i N/A X GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S 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 ANSUNSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSUNSPI 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 Wl 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 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 AND/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 SAFETY 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 EXPERIWNCED IN ELIMINATING UPLIFT PRESSURE. WATER LINE/ LIGHT 6" TILE 5' MAXIMUM RISER = 12" MINIMUM TREAD = 10" (240 SO�IN DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION LONGITUDINAL POOL SECTION PERMIT # c)2 0 Gp DATE: W4 BRICK COPD r6 X6' TILE SPILLWAY / B'XB' SEE PLAN) POOL WATER UNE �6"X6" GLASS BLOCKS MOUNTED IN 2500 PSI CEMENT (IF SPECIFIED) J3 AT 12" O.C. EA WAY RAISED SPA DETAIL MPJUNDISTURSED 2 SOIL (NO VOIDS) TYPICAL SWIMOUT DETAL 5"I VARIES - SEE PLAN THERAPY io #3 AT 12" 18' SEAT O.C. EA. WAY RETURN (1ST SPECIFIED) 6' 1" GUNITE REBOUND 2-5" 0 ANTI -VORTEX DRAINS SEPARATED BY 3' SPA SECTION THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FT/SFCI 105 wy 1 HP 2 Ii' 125 GPM 150 GPM 2 12/2 HP PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (TDH) OF 50' AND FOR ESTIMATE ONLY. ACTUAL PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND 1HE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS COPPER W TIMECLOCK JCT. BOX I/ --TOGGLE MIN. r SWITCH 8" MIN. I W.P. DISC POOL DECK x-12 V TRANS 3 J12 IN '/j" COND 12 V/300 W W/ LOW ALL ELEC WATER CUT-OFF SHALL COI OR 120 V.A.C. W/ GFI Wl ART 680 PER N.E.C. N.E.0 2005 BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING AND ALL FIXED METAL PARTS NOT SEPARATED BY PERMANENT BARRIER, IF WIN 5 FT HORIZONTALLY FROM WATER 12 FT VERTICALLY OF MAX WATER LEVEL DISTANCE LESS THAN EXISTING 1 ON 1 + 1 STRUCTURE 5' THICK WALL #3 BARS AT 6' r O.C. EACH WAY - STEELTEX FORM MARBLE PLASTER FINISH r)pplr.p CONCREESISTANT 1 #3 BAR CONT. W/ TOPPING ONDCOMPACCTED GROUND Wl (OPTIONAL) W/ECK IALLRORGANIC 5' WALL -W/ B'X8" BOND MATERIAL REMOVED. 4" NOM. W/FIBER MESH, 5" WI # 3 BEAM USE 2 #3 BARS CONT. REBARS. 4' MIN. JUNCTION BOX 8' MIN. (BY OTHERS) ) MIN. TO SITE TOP' OF LENS— MARBLE PLASTER FINISH REFER TO ATTACHED DRAWING FOR DATA REGARDING DUAL SUCTION OUTLET SYSTEM AND VACUUM RELIEF SYSTEM 8'X8" BOND BEAM ®� 2 #3 BARS CONT. MIN. 1 X" COVER OVER ALL BARS SEE NOTE 11 5�3 BAR 6" TILE 5 I 11C 50 WA / BRICK (1 ROW) DECK OVERPOUR ALTERNATE BEAM FINISH DETAL PLAN EXPIRES ONE YEAR FROM THE SIGNATURE DATE OR THE EFFECTIVE DATE OF A MAJOR FLORIDA BUILDING CODE CHANGE WHICHEVER IS SOONER AUG 2 3 2007 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 IS GREATER THAN THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD, 0 TYPICAL_ WALL AND FLOOR WITHIN ANGLE OF REPOSE ATE RDO H. S EP,AR SON, P.E. P.E.iNON�1933 S. SE CRAM BLVD. STE. 10! UhGEiZ PARK, FL 32792 PHONE: (407) 679-7500 FAX: (407) 679-9188 4 E i J TO TRANSFORMER — (BY OTHERS) —U.L. APPROVED 120 VAC/300W POOL LIGHT W/ GFI OR 12V/30OW POOL LIGHT W/ LOW WATER CUT OFF IN U.L APPROVED GREY PLASTIC FORMING SHELL W/ #8 BOND PER N.E.C. f3 BARS 12' O.C. EACH WAY STEELTEX FORM (OPTIMAL) 1. MAIN DRAIN UNE 2. SKIMMER UNE 3 3. WASTE UNE 4, RETURN UNE 5. PRESSURE CLEANING D UNE (OPTIONAL) C B A. HAIR & UNT STRAINER B. RECIRCULATOR PUMP C. FILTER A D. IN—UNE CHLORINATOR (OPTIONAL) E. HEATER (OPTIONAL) 2 VALVE 1 F F. ANTI ENTRAPMENT SYSTEM FILTER SYSTEM 28' MIN. PER. "•"•" •^"'RER SPEC. LADDER TO BE CROSS BRACED PER MANUFACTURER'S SPEC. ALL LADDER TREADS SHALL HAVE SUP RESISMIANT FINISH WEDGE ANCHOR AND ESCUTCHEON 3' MIN. 6' MAX BETWEEN TREAD AND POOL WALL TYPICAL SWIMMING POOL LADDER SEC'nON ATLAS POOLS OF CENTRAL FLORIDA. INC 3024 KANANWOOD CT'SUITE i OVIEDO FL 32765 TEL - (407) 366-4600 .�lxl o. RESIDEUJIGN SWIM lefpo MASTE C ON FO CI SANFORD NOT TO SCALE ET 1 OF 3 DWG BY - DASH APPD BY- GHS ,NST ALLPERMANEN-1WATER —i.L.R iN DECK'NITHANTI3YPHON INSTALL DUAL SKIMMERS PLUMBED --EIICE AT HOSE 9168. TOGS T HER AND LOCATED FOR OPTIMUM SKIMMING .ACTION. _;SE MINIMUM OF 3 REI URNS LOCATE, \ ,T __ � B'• SEL Ow NAT_R L=�JEL Tc `� DIRECT `{V -=R TO SKIMMERS. �`NAT_R L- -'VEL T 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 ALTERNATIVE: INSTALL MINIMUM OF (3) FLOOR RETURNS TO PUMP t3 " DEADLINE TO fPUMP LOCATION INSTALL MAINDRAIN WITOOL-REMOVABLE PLUG TO BE REMOVED ONLY BY SERVICE PROFESSIONAL FOR POOL SERVICING. (DEADLINE INSTALLATION OPTIONAL) SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS The residential swimming pool barrier and or its compliant safety components shall be in place prior to filling of the pool. FRC R4101.17 Windows and doors that open into the swimming pool/spas area without a fence barrier to prevent direct access shall be protected in accordance with iR 4101.17.1.9 VENT TO ATMOSPHERE SO VENT WILL NOT BE BLOCKED BY DEBRIS, INSECT INFESTATION, OR MICROBIOLOGICAL CONTAMINATION (COVER MUST COMPLY WITH ANSVASME A112.19_6 M) _ 3'-0' MINIMUM SEEALTERNATE 2" T 20 20 SUCTION INLET SUCTION INLETf-/ (MAIN DRAIN) (MAIN DRAIN) MAXIMUM DISTANCE TO TO VENT TEE 1 �� 7 0 ALL VENT CONNECTION = 1 ' — PIPING= 1 / rd ATMOSPHERIC VENT PIPE LENGTH 2.0 MINIMUM = 16- MAXIMUM = 30" ALLSUCTION -� TO ?UMP PIPING 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 84101.6.6 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 Al12.19.8M-1987 AND DRAIN COVERS MEET THE REQUIREMENTS OF ANSI/ASME Al 12.19.8M-1987 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. Equipotential Bonding Grid Shall be provided for the first 3 -feet of the perimeter of paved surfaces of swimming pools and spas. 2005 NEC Article 680.26(C). VENT COVER MAY BE GUTTER DRAIN SUCH AS HAYWARD MODEL SPA 019 z - 90• eLeows I %S---,\ ' 0 VENT PIPE } f 12• MIN. FIP4=HEO GRAZE 3UGGEST-ED DETat DRAWING TO SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE DUAL SUCTION INLET SYSTEM ATMOSPHERIC VENT SYSTEM IN A.CC R.D KITH SECT 424.2.6.6 FLORIDA BUILDING CODE -BUILDING 2004 N/ 2006 REVISIONS ND SECT RA101.6.6 FLORIDA BUILDING CODE -RESIDENTIAL N/2006 REVISIONS VENT COVER MAY BE GUTTER DRAIN 2- 90° ELBOWS WATER LEVEL ANTI -VORTEX 20 DRAIN MDX FLOOR DRAIN VENT LINE 2'A ATMOSPHERIC VEWf PIPE LEN137N \ I� MIMMUM - I r MAXIMUM - 30' 18" MIN 2 % -O OR EQUAL TO 24" MAX CIRCULATION LINE _.,a/ MDX DEBRIS .REMOVAL SYSTEM Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 ALTERNATE SUCTION IN 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 WITFL THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE I .300y ENTRAPMENT ON THE OTHEP i I SUMP WILL NCT EXCEED 1.5 INCHES i OF MERCURY IN 3 SECONDS j "'A:.IMUPA SUCTION PIPE /EL :CI T 31X :Sl PvS OR 59 _PM AUG 2 3 2007 ;_IDN. SH ARD! ON E. 1933RAN B VD. STNDO,FL 07 E: (407) 275-1099 FAX: (407) 275-1015 (OPTIONAL) DEBRIS CONTAINMENT CANISTER TO PUMP 2" 0 OR LARGER CIRCULATION LINE f Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy FN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT TM SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. ATLAS POOLS OF CENTRAL FLORIDA. INC 3024 KANANWOOD CT *SUITE 1008 OVIEDO FL 32765 TEL - (407) 366-4600 ALTERNATIVE IVC N E R CIRCULA P.E. E. 203 SYS T MOTTO SCALE SHEET 2 E BY— G`HS 2 3. 4. 5. 6. 7. # 3 BAR PAVER BRICK CONTINUOUS a- 4' CONCRETE OECK\ --3 EAR SWALE FOR DRAINAGE 1-# I 38AR VERTICALLY COMPACTED A= 12" TO @ 36" ON CENTER '� 4" MATERIAL — VERTICAL* 3 EAR @ 3E --D C:.% ! # 3 BAR PAVER BRICK --a' o• ° . 12" is 24'7URN-DOWN a COMPAC ED o _ . o , a RN'SHEO GRADE W OR Furrt� b a p Ir i I d '.L•'tA 18" TO24"hrfATERIAL a' OR FLATTER a �` v��•i�C�/i� —, G .e=. -�- _-VERTICAL 1-#5 REBAR 9" TG 18" aG- T9 REBAR - dCONTINUOUS } CONITINUOUS d # 3 BAR @ 36' OC MAX FINISHED GRADE as °° NOTE: `L 4 - G 4 -'v Q.4" B PILASTER Ja' pd'• - � � = :- ••._ . �AVER BRICK EVERY 5'WITHx<B= h x A• 12"TO 181� 3 REBAR ,= Z iic i %il=t l=ll-n it 4" PILASTER d 1 -*5 REBAR E- 0 PIs WITHCONTINUOUS 6" MIN 4 1� 3 REBAR \\ I -d FAG:d •D NOT TO SCALE T OLD GROUND 6' MIN a� d' NOTE: I I -- 8" 7 L GROUND ALTERNATE PAVERS ALTERNATE PAVER a- 3/ x A CONCRETE DECK TURNDOWN PAVER DECK TURNDOWN ON TURNDOWN GENERAL NOTES LOCATION DETAIL 15 BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (> 4 T 1). TURNDOWN MAY ABUT RIBBON FOOTER AND B. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING BE TIED INTO FOOTER IF APPROPRIATE, WITH # 3 REBAR. WALL. IF THE VERTICAL DIMENSION FROM THE TOP OF THE CONCRETE DECK TO TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING THE OLD GROUND REACHES 22.5" (FORA 12" TURNDOWN) OF 33" (FOR AN 18" CAPACITY AND PREVENT SETTLING OR SHIFTING. TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE PSI. ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. TURNDOWN LENGTH OR THE FINISHED GRADE SLOPE TO V VERTICALLY, A TURNDOWN SHOULD NOT BE USED. EXCEEDS 4' HORIZONTALLY CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 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 ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004, (FOR AN 18" FLORIDA BOLDING CODE, RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR TURNDOWN LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4' DETAILS ON TURNDOWN LOCATION. HORIZONTALLY TO 1' VERTICALLY, A TURNDOWN SHOULD NOT BE USED.IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TOP OF THE > IF THE BASE OF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" 0 10. SWIMMING POOL CONTRACTOR MUST COORDINATE ATTACCHMENTTOF THE SCATHE PILASTER WILL BE REQUIRED EVERY 5 FEET THAT WILL BE EITHER 2" INTO THE ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. EEN 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 DECK TURNDOWNS VERTICAL POUR. (NOUL +j CEDE BRAD GRADE T yp. 8 g- • i f 5 BAR g 2 5 BAR 1- CONT_ CONT - NO FOOTER 8" X 8" FOOTER 8" X 12" FOOTER FOOTER NOTES 1 FOOTER SHALL BEAR. ON POCK, 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 28 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH OR 6X6 -10X10 WW MESH 3 3 -f 3 BARS IS EQUIVALENT TO 1 -# 5 BAR. 4 AN ALTERNATIVE TO A CONCRETE DECK IS BRICK. PAVERS PLACED EITHER. OVER, THE TOP OF THE FOOTER OR ABUTTING THE FOOTER. 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED. THE SWIMMING POOL CONTRACTOR. MST COORDINATE CONSTRUUCTION OF ANY REQUIRED FOOTER WITH THE SCREEN CONTRACTOR 2 / 5 EAR CONT. 12" X 12" FOOTER TYPICAL FOOTER DETAILS AUG 2 3 2007 IN H. 2H&-PA%,SON, P.E. FL P. O 19 33 N.EMORAN . 6-V•). STE. 203 - • RLANDO, 2807 PHONE: (407) 275-1099 FAX: (407) 25-1015 ATLAS POOLS OF CENTRAL FLORIDA INC 3024 KANANWOOD CT SUITE 1008 OVIEDO FL 32765 TEL - (407) 366-4600 A MASTER DRAWIN FOOTER AN DECK TU DE MOTTO SCALE S. E 3 cwu BY-. GHS POWER OF ATTORNEY I hereby name and appoint M I Chs I Ey'a 5 to be my lawful attorney in fact to act for me and apply to the -orBuilding Department fora Electrical permit for work to be performed at a location described as: Lot: 3 Subdivision: Ks Lg qZ>'I & Q , (Owner of Property and Address) 34 - I R - 3D - S! 9 - buay - Oa 3e (Parcel ID) And to sign my name and do all things necessary to this appointment. Michael Calhoun 460 N. Milwee Ave Longwood, FL 32750 EC0002325 STATE OF FLORIDA; COUNTY OF SEMINOLE The foregoing instrument was acknowledged this $C day of cnov , 2007, by Michael Calhoun , who is personally know to me or has produced (type of identification) as identification. 01 Signature of Notary Public, State of Florida 4 KENNETH M, LAUVER III MY COMMISSION # DD687439 '-' EXPIRES June 20, 2011 (407) 398-0153 Flody6+crvico.com Print, Type, or Stamp Commissioned Name of Notary Public