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Home My WebLink About478 Kays Landing Dr (3)Applicata°. #: Job Address: - Parcel H)' ` _ Description of Work: CITY OF SANFORD PERMIT APPLICATION Iv Zoning: i (Y1, iY1 i ►� Submittal Date: 1 . /,__, Value of Work: $ aI I i Historic District: MAY 1 g L u Square Footage: ..................................... .............................. U ................................................... 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 O 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 Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Plumbing Repair— Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ............................................................................j.',.......................................... Property Owner Contractor: 'AddTs: Address: : O� 61 va C��cTm o ti ` ,Q 3a.�51 C-Q5&ej r r Phone:kA4+a3A3 tate License Number: cpco4sAi Bonding Company: Mortgage Lender: Address: Architect[Engineer: ICL6I13 Address: UF-!� t kop Plan Review Contact Person: Nil � Cd -P4` Phone: Address: Phone: Qni d—_ Fax: _ 23i60I E-mail: 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 vel th will notify the owner of the property of the requiremen of Florida Lien Law FXv, Signature of Owner/Agent Date re of Contractor/Agent e er/Agent's Name Pr_ tractor/Agent's Name eSl C mow` �. . a 7 V11 Signature of Notary -State of Florida Date Si a of Notarv- ate of Florida Hare RONALD C. HOMAN NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD228953 EXPIRES 9/6/2007 BONDED THRU 1-888-NOTARY1 Owner/Agent is _ Personally Known to Me or Contractor/Agent Produced IDS, _ Produced ID APPROVALS: ZONING: Y tr I UTIL: FD: Special Conditions: Rev 02/2007 171.x" REBECCA BRITTAIN Notary Public - State of Florida 19"ftl"Expires Jun 7, 2009 — Cemmiasisn # DD 438415 Bonded By National Notary Assn. CITY OF SANFORD PERMIT APPLICATION Application #: Job Address•'n '�� Parcel ID: �GO�ning: Description of Work: 2t Submittal Date. Value of Work: $ J V C Historic District: Square Footage: Permit Type: Building ❑ Electrical 70 Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential O 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 Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) .............................................................................. .......... Property Owner•Y'vV-� Contractor; r� (- � �i Address: Address: �'� F��c rC -. W_V9W t(_ A� C-1— Phone: mail: Phone:6�'t a e License Number: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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 appli 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 wa er management r tricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen Fl�rid� Lien FS 713. Signature of Owner/Agent Date Signor Date ,nont�ractor/Agent �1 Print Owner/Agent's Name or/A is N Print Con fam 1' V, Signature of Notary -State of Florida Date Signatures of - of Florida Date y VM uYV�,-r UU',%M x�'4 �V �DEBB��'��1NiTC� MY COMMISSION # DD629096 EXPIRES: February 25, 2011 Owner/Agent is Personally Known to Me or Contractor/A n13 - 3-voTARPersorfk * tt*M"r _ Produced ID _ Produce d(Z) APPROVALS: ZONING: Special Conditions: Rev 0212007 UTIL: FD: ENG: BLDG: Seminole County Property Appr1W /'-�t Information by Parcel Number DAVID JOHNSON, er•A, ASA A?2T D PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101 E. FIRST sT SAN FORD, FL 32771-1468 407-665-7506 TF:.4�TC alp I'p '15!-1 \. icil llk' vt�, 1%. 107-' 140 148 ,0 39 133 114 141 142 111 137 P 138 143 112- £8 135 I 144 113 r-96 134 td7 1d$ 14b 114 TTRACTI- 11.5 gj 1 1 _ t1r: 124 1z: 11A i11� SALES Deed Date Book Page Amount Vac/In SPECIAL 12/2006 06525 1390 $876,800 Vacan WARRANTY DEED Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 62,000.00 NOTE: Assessed values shown are NOT certified values and Th - valorem tax purposes. "' If you recently purchased a homesteaded property your next p t 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-520-0000-1400 Number of Buildings: 0 Owner: TOUSA HOMES INC Depreciated Bldg Value: $0 Mailing Address: 4000 HOLLYWOOD BLVD STE 50ON Depreciated EXFT Value: $0 City,State,ZipCode: HOLLYWOOD FL 33021 Land Value (Market): $62,000 Property Address: 478 KAYS LANDING DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 2 Just/Market Value: $62,000 Tax District: S1-SANFORD Assessed Value (SOH): $62,000 Exemptions: Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $62,000 SALES Deed Date Book Page Amount Vac/In SPECIAL 12/2006 06525 1390 $876,800 Vacan WARRANTY DEED Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 62,000.00 NOTE: Assessed values shown are NOT certified values and Th - valorem tax purposes. "' If you recently purchased a homesteaded property your next p t Page 1 of 1 http://www.scpafl.org/web/re_web.seminole_county_title?parcel=34193052000001400&cpad=KAYS L... 5/15/2007 Tax Estimator 2006 VALUE SUMMARY Qualified 2006 Tax Bill Amount: $1,220 No 2006 Taxable Value: $62,000 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PLATS: Pick... Value LOT 140 KAYS LANDING PHASE 2 PB 69 $62,000 PGS 43 - 44 ore are subject to change before being finalized for ad ,r'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=34193052000001400&cpad=KAYS L... 5/15/2007 Prepared By M,, Nmc,ovN,,_ Florida Pools of Central Florida, Inc. 1123 Seminola Blvd. Casselberry, Florida 32707 NOTICE OF COMMENCEMENT State: Florida County: Sanford C Se'mt THE UNDERSIGNED hearby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. 2 3 0 Description of property: (legal description of property, and street 1111111111lllt1111111InUlm oil DIP-41[IN 1111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY SK 06700 Pg 0001; tIpg) CLERK'S 0 20070749-52 RECORDED 05/18/2007 04:04:55 Pio RECORDINB FEES 10.0 RECORDED BY T Saith if available) L �-�a77 CLKttttt� t,�y� E M®RSE N( ARY ANS RCU1T CDDRT CLERK DF �,I FEDRIDA SEMI 0 IWO dpi -1 6 200 General Description of Improvements: Install In -ground swimming pool Owner Information: A. Name and Address EnNets B. Interest in Property__ - C. Name and address of fee simple titleholder (if other than owner) SAME Contractor: (name and address) Florida Pools s q CP-rlt rN F 1123 Seminola Blvd Casselberry. Florida 32707 Surely: A. Name and Address: B. Amount of Bond: Lender: (name and address) N/A N/A 7 Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statues (name and address) N/A 8 In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713(1)(b), Florida Statues (name and address) ABOVE NAMES CONTRACTOR 9 Expiration date of Notice of Commencement (the expiration date is 1 year for the date of recording unless different date specified) 114AC Signature of Owner y c.4p Pre 5. Owner's Name Owner's Address Driver's License Number � k 1 All information must be printed legibly to comply with recording requirements STATE OF FLORIDA COUNTYOF SE (`AO E The foregoing instrument was acknowledged before me this 4' Zjo • C) -- by L1716(o who is pers n to me or has produced as identification and who di ot) take and o h. (Signature of person taking acknowledgement) (Name of officer taking acknowledgement- typed or stamped RONALD C. ROMA (Title or RanK) NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD228953 EXPIRES 9/6/2007 BONDED THRU 1-8158.NOTARYI C of Central Florida, Inc. LIMITED POWER OF ATTORNEY 1123 Seminola Boulevard Casselberry, FL 32707 Office: (407) 696-2300 Fax: (407) 696-2360 I hereby name and appoint y L (2_&&D to by my lawful attorney in fact to act for me and apply to ��tJt for a permit for work to be performed at: and to sign my name and do all things necessary to this appointment. - -- ---- --- - ---- STATE-OF—F-L-ORID-A— COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this day of .03""A , 20� y James M. Burke, who is personally known to me. J N ary Public, State of Florida REBECCA BRITTAIN MWI NOtary PUbIIR • .itat Of FlOrldejal MyCommissipn6Wms ,Jun7,2009a Cvmmissic�t►#004334415 ;' Bondad By NatSMMM BE SURE ... Check with the POOL PROS POWER OF ATTORNEY ELECTRICAL PERMITS STATE OF FLORIDA COUNTY OF ORANGE KNOWN to all men present, "Robert M. James", of Bob James Electric does hereby nominate, constitute and appoint CR- , as his attorney in fact for procuring Electrical Permits at: LA—+� Y-A,i,S I ALA CJIV-- (Job Address) Robert ides Before me, the undersigned authority, personally appeared, Robert M. James, who is personally known to me. A GARY D. ROSSERMY COMMISSION # DD492900EXPIRES: Jan. 15,2010153 Florida No,,M Service.com q454 of Central Florida, �i 1123 Seminola Boulevard Casselberry, Florida 32707 Main Office: (407) 696-2300 FLORIDA POOLS CONSTRUCTION AGREEMENT (Part 1 of 4) FLORIDA POOLS OF CENTRAL FLORIDA, INC., "FLORIDA POOLS," State certified contractor, CPC048214, a Florida corporation whose Corporate Offices are located at 1123 Seminola Blvd., Casselberry, FL 32707, hereby agrees to construct for and sell Ei icowE HID �AE4 ("Buyer"), whose residence is/or place of business is City Florida (Zip) Z,8 p I- l h Home Phone Office Phone ; the swimming pool and related equipment described a ovv ( erem collectiv ;ly called the' work") to be installed at ,,'' ^^ t 1 ,LAO� City Zip �— Legal L-0 f 14-0 �� t for the cash price of $ 7 J � and Buyer hereby agrees to purchase the work for said cash price to be paid as follows: Down Payment ($ )> Balance 40% ($ ) at excavation- 40% ($� .�q•d�at gunite; 18%($ ) at decks, prior to final top finish surface; and 2% ($ �at startup of pool/spa equipment; prior to utilization. Florida Pools shall carry out the work on the terms and conditions set forth on the reverse side hereof. If Buyer has not allowed construction to commence within sixty (60) days from date of this agreement, Florida Pools reserves the right to renegotiate the contract price. BUYER'S RIGHT TO CANCEL You may cancel this Agreement by providing written notice to Florida Pools, 1123 Seminola Blvd., Casselberry, FL 32707, in person, by telegraph, or by mail. This notice must indicate that you do not want the goods or services and must be sent by certified mail postmarked before midnight of the third (3`d) business day after signing this Agreement. If you cancel this Agreement, the Seller may not keep all or part of any cash downpayment. Any property traded in, any payments made by you under the Agreement and any negotiable instrument executed by you will be returned within ten (10) business days following receipt by the Seller of your cancellation notice, and any security interest arising out of the transaction will be cancelled. If you cancel, you must make available to the Seller at your residence, in substantially as good condition as when received, any goods delivered to you under this contract; or you may, if you wish, comply with the instructions of the Seller regarding the return shipment.of the goods at the Seller's expense and risk. If you do make the goods available to the Seller and the Seller does not pick them up within twenty (20) days of the date of your notice of cancellation, you may return or dispose of the goods without any further obligation. If you fail to make the goods available to the Seller, or if you agree to return the goods to the Seller and fail to do so, then you remain liable for performance of all obligations under this Agreement. (Date) I HEREBY CANCEL THIS TRANSACTION. (Date) ARBITRATION (Buyer's Signature) Florida Pools and Buyer hereby elect binding arbitration as their exclusive method of settling all controversies and claims existing between them relating to this Agreement without regard to whether such claims or controversies arise under contract, tort, statute, regulation, ordinance, or other law. Arbitration proceedings shall be conducted in accordance with the Rules for Swimming Pool Arbitration adopted by the Bludsworth Central te (NSPI) Arbitration Committee and said Rules are hereby incorporated by reference into the Florida Chapter of the National Spa and Pool Institu terms of this Agreement. Additional information may be obtained by writing the chairman of the Bludsworth Central Florida Chapter at the address referenced in the RULES FOR SWIMMING POOL ARBITRATION. Arbitration proceedings under this Agreement shall be commenced by either party by sending a written request for arbitration to the Chairman of the Central Florida Chapter of NSPI Arbitration Committee, together with any filing fees required. Requests for arbitration shall be submitted on "Request for Arbitration" forms that can be obtained from the local NSPI and must set forth the issues in dispute, and or the amount claimed as damaged, and the relief sought. Notwithstanding the foregoing, Buyer and Florida Pools agree that Florida Pools retains the right to file a claim of lien against the property and to protect this lien until ultimate resolution of the dispute. Buyer acknowledges that he has read and received a complete, legible. copy of this Construction Agreement (Part I), including the items and conditions contained on the reverse.side hereof, and a complete, legible copy of each other document which -Florida Pools has required or requested Buyer to sign. Buyer acknowledges receipt of the Swimming Pool Specifications and the Exclusive Service Agreement (designated as Parts 2 and 4 of this Construction Agreement). Buyer shall receive a copy of the Plans (designated as Part 3 of the Construction Agreement) as soon as they are completed. 07 Dated this Gam'' day of 20_ V9 Buyer's Signature Bu er' i ature ales Represen FLORIDA POOLS This Agreement of t Ac Til is not valid until accepted by an officer Revision Date: 6120100 i•. BR#5 5/2002 Product 59'4 Wd x 52'4 Deep 9'4 Screen Walls Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 O,-li;,� c-- approx. location child fence 10 x 33 Covered Patio By Engle Top to Match Deck 330 SF Family Room PERM11 # 0)1- o 0 DATE: 6 h -C ) r T-0- Nook Santa Barbara III W/Cabana Bath Garage LIGE" 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). Z S. J l �� 29. tk 30. The residential swimming pool barrier` and or its compliant safety components shall be in place prior to filling of the pool. FRC R4101.17 SPECIFICATIONS Pool Dimensions: Size x ; Depth x Special Depth Water Surface Area sq. ft.; Peri eter feet Filter Type ; Size 50 tA Pump Type' ; Size • Additional Pumps 14 U Size Return Inlets -No. Skim er No. Sanitizing System O (J Heater - Type U ; Size GAS LINE AND/OR TANK INSTALLATION AND HOOK-UP IS THE RESPONSIBILITY OF THE BUYER. Cleaning System ! �c�Z�O Step/Bench Pkg. 0 Other Plumbing ro =3 —," T N 3 o Q ;„- Water Feature *t b `r 31. Water Line Tile 1 Color _M a) a Step Edge Tile f V Color a = •E t32. Raised Beam tA AA ))_ ( 33. Co in c A rNT' LF ` ; Color Ln 34. Grab Rails & ecessed Steps V ;Hand Rail c 5 Swimout Rails Bench x -- ;Step outs) # —•• l' V) Cn > ` Additional Bench, LF C �, �� 35. Underwater Light _ 36. Therapy Spa �� x ; Sq. Ft. ; Raised_ �`wiC. C 4444 tre Jet No. Spa Light off' Special Notes: -^ � � � Glass Block >' o o u 3 ----------------------- 37. Deck Sq. Ft. ;Color Q) `Notes: 1. Pool light switch located at Additional Deck Work TDP '3fl Sq ft ' equipment Deck Pilasters L.F. Height 11 0 3 « Deck Steps L.F. ro -0 g location unless otherwise specified and DeckSte'sin L.F.F tins L.F. N > ro charged for. 38. Retaining Wall pr i 39. FLORIDA POOL to remove on day of excavation: -0 o o d F Z. Screen Frame -Bronze Stumps No. Concrete/Asphalt Sq. Ft. /0 C C- a) p ,-i t., Uprooted Vegetation and Other Debris '° c � i- Pool Equipment on meter side of 40. Total No. of Loads to Remove Ln r, o E house unless otherwise I! 41. Double Dirthandling_ Pump from Street ' -0 E c�� = I Buyer to have follo ing to ated, rerouted or removed, as required: (* s. ° � � � � if Specified y r:. V) w- � u- /' - p sae Septic Tank PLM - - I rirJ�t rs Water Line Telephone Line ; Power Line ; Sewer Line . Access: Right (�ft (1.J•RE3r (l�}Fence Replacement( )Yes j !�1� Note: Any window within 5 of�the pool must haveA F OR I ermission over driveway b-- Permission over next lot N% safety glass and is the owner's responsibility to Sidewalk Replaceme t ( )YesOF i have installed. Uwe have reviewed the above drawing 43. Additional Grading i� Cu. Yds. _ Watet Soca I and agree to it's design and 44. Interior Pool Finish ...... v kation f\ ( 0 45. Auto Controls Custom Pool Design Prepared For ves 1123 Seminola Blvd Name: Engle Homes Home: F6*bR* Address: 11315 Corporate Blvd. Office: Casselberry, FL 32707 '� Office: 407-696-2300 City/ST/Zip Orlando,Florida 32817 Mobile: Fax: 407-696-2360 1 Subdivision: Kay's Landing I Lot # 1 140 1 Other: By - Ro-w ff o -ma vv � 46. Additional Electrical N b 322.0625 SCALE „ o ignature Dat .320.3955 1/8 10 47. Scre Enclosure Color AL,�� Roof Doors # Gutters rch Ig ture Date 48. Child Safety Fence Other Special Construction Features and Equipment; Notes 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 ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE 2005. 4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED.' 5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40, REINFORCING SHALL BE # 3 BARS AT 12 " O.C. EACH WAY W/ 15" LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 6' USE # 3 BARS AT 6" ON CENTER EACH WAY IN THE AREA OVER 6'. IF CONCRETE IS CAST AGAINST BARE EARH WITHOUT A SEPARATION BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 1'/i'. 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 GLAZING IN WALLS AND FENCES ENCLOSING SWIMMING POOLS, SPAS, & HOT TUBS WHEN BOTTOM EDGE OF GLAZING IS LESS THAN 60" ABOVE A WALKWAY SURFACE AND WITHIN 60". HORIZONTALLY OF WATER'S EDGE. 18• WARNING! TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. I WATER LINE/ 5' 6" TILE STEPS r 6' LIGHT r MAXIMUM RISER = 12' . MAXIMUM TREAD = 10' (240 SQ. IN.) DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF STEEL GRID AT POOL DEEPEST PCINT'W/ 3' SEPARATION LONGITUDINAL POOL SECTION BRICK COPING -6"X6" TILESPILLWAY `(WIDTH SEE PLAN) VARIES POOL WATER UNE 1 6'X6' GLASS BLOCKS 11L MOUNTED IN 2500 PSI CEMENT (IF SPECIFIED) !f3 AT 12" O.C. EA WAY/,- SPST JCT. BOX J/ TOGGLE / RAISED SPA DETAIL 4 MIN. F SWITCH J L� 8' IN. W.P. Disc PUMP tPOfOL DECK 12 V TRANS 3 #12 IN %- COND V/300 W W/ LOW ALL ELECTRICAL WATER CUT—OFF SHALL CONFORM OR 120 V.A.C. W/ GFI Wl ART 680 PER N.E.C. N.E.C.2005 ELECTRICAL DIAGRAM BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING AND ALL FIXED METAL PARTS NOT SEPARATED BY THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FT/SEC) 1 A GPM 65 2" B5 P 1119 M 105 GP 2 HP 2 Yi' 125 GPM 150 PM 2 1/2 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 SPECIFTCA'nON AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS. COPPER WIRE TIMECLOCK ❑ MJUNDISTURBED 2 SOIL (NO VOIDS) TYPICAL SWIMOUT DETAIL 1 #3 BAR CONT. W/ CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT TOPPING ON COMPACTED GROUND W/ ALL ORGANIC 5' WALL—W/ 8'X8" BOND BEAM USE 2 BARS CONT. MATERIAL REMOVED. 4" NOM. W/FIBER MESH, 5" W/ # 3 #3 REBARS.' 4' MIN. 8' MIN. JUNCTION BOX (BY OTHERS) 18" MIN. TO TO TRANSFORMER TOP OF LENS (BY OTHERS ) MARBLE PLASTER FINISH REFER TO ATTACHED DRAWING U.L. APPROVED 120 VAC/30OW POOL LIGHT W/ FOR DATA REGARDING DUAL GFI OR 12V/300W POOL LIGHT W/ LOW WATER SUCTION OUTLET SYSTEM AND CUT OFF IN U.L APPROVED GREY PLASTIC VACUUM RELIEF SYSTEM FORMING SHELL W/ #8 BOND PER N.E.C. PERMANENT BARRIER, IF W/IN 5 FT HORIZONTALLY FROM W/ 8'X8" BOND BEAM WATER 12 FT VERTICALLY OF MAX WATER LEVEL SE 2 #3 BARS CONT. MIN. 136" COVER OVER ALL BARS SEE_NOTE 45 5 #3 BARS 12' O.C. EACH WAY STEELTEX FORM (OPTIONAL) POOL STRUCTURAL DETAILS FILTER SYST®M 1. MAIN DRAIN UNE 2. SKIMMER UNE 3. WASTE LINE 4. RETURN UNE 5. PRESSURE CLEANING LINE (OPTIONAL) 3 A. HAIR do LINT STRAINER B. RECIRCULATOR PUMP C. FILTER D. IN—UNE CHLORINATOR (OPTIONAL) E. HEATER (OPTIONAL) VALVE F. ANTI ENTRAPMENT SYSTEM 28' MIN. PER MANUFACTURER SPEC. LADDER TO BE CROSS BRACED PER MANUFACTURER'S SPEC. ALL LADDER 'TREADS SHALL HAVE SLIP RESISTANT FINISH WEDGE ANCHOR AND ESCUTCHEON 3' MIN. 6' MAX. BETWEEN TREAD AND POOL WALL 6"' TILE - 1 #3 BAR TYPICAL SWIMMING POOL 5' VARIES —SEE PLAN 5' SO WA W/ LADDER SECTION clq DISTANCE BRICK (1 ROWI DECK OVERPOUR THERAPY LESS THAN EXISTING 1 ON 1 + 1 STRUCTURE ALTERNATE BEAM #3 AT 12" 18' SEAT FINISH DETAEf O.C. EA. WAY y MI` " ) _ PLAN EXPIRES ONE YEAR FROM THE 4" co SIGNATURE DATE OR THE EFFECTIVE 3: RETURN 6' THICK WALL DATE OF A MAJOR FLORIDA BUILDING (15T SPECIFIED) s" 1 CODE CHANGE WHICHEVER IS SOONER GUNITE g REBOUND #3 BARS AT 6' M O.C. EACH WAY c�� y°� y 2-8' 0 ANTI—VORTEX DRAINS FEB 1 2. 20A/ty. S — SEPARATED BY S STEELTEX FORM DATE �I SPA SEC I ION MARBLE PLASTER SIDENTIAL ! FINISH 5 i SWIgun MMING POOL THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6' ON CENTER SPECIFICATION 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 ORD H. SH BARDS `N' P.E. - DRAWING BE EXTENDED ALONG THE CRITICAL AREA AND. TO A POINT WHICH 15 GREATER THAN11 THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD. IiL,P•E. 19333 ? 025 S. SE ORAN-- SVD:'!, TE 1093 FOR ' TYPICAL WALL AND FLOOR WINT R R.ARK. FC9�1792 0o DIN OF SANFORD t WITHIN ANGLE OF REPOSE P NE: '(4o7)/s79;7500 FAX: (407) 679-9188 NOT TO SCALE SHEET 1 OF 3 DWG BY — DASH APPO BY GHS INSTALL PERMANENT WATER LEVELER IN DECK WITH ANTI -SYPHON DEVICE AT HOSE BIBB. USE MINIMUM OF 3 RETURNS LOCATED AT + 18'• BELOW WATER LEVEL TO DIRECT WATER TO SKIMMERS. / t ±18 d 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 INSTALL DUAL SKIMMERS PLUMBED TOGS7 HER AND LOCATED FOR OPTIMUM SKIMMING ACTION. LEVEL TO PUMP DEADLINE TO fPUMP LOCATION INSTALL MAINDRAIN W/ TOOL -REMOVABLE PLUG TO BE REMOVED ONLY BY SERVICE PROFESSIONAL FOR POOL SERVICING. (DEADLINE INSTALLATION OPTIONAL) SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS ALLSUCTION PIPING= 2'P• -� TO PUMP �-1 ATMOSPHERIC VENT PIPE LENGTH 2"0 MINIMUM = 16" MAXIMUM = 30" GENERAL NOTES 1. THE MDX DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. 2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC- BUILDING 2004 AND SECTION R4101.6.6 FBC-RESIDENTIAL 2004 W/2006 REVISIONS. 3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME Al 12.19.8M-1 987 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. VENT COVER MAY BE GUTTER DRAIN SUCH AS HAYWARD MODEL SP -1019 2 - 90' ELBOWS 1 X' H VENT PIPE T 12" MIN. � � � II � �Nl•SH GRApE SUGGESTED / DETAJL DRAWING TO SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE DUAL SUCTION INLET SYSTEM & ATMOSPHERIC VENT SYSTEM IN ACCORD WITH SECT 424.2.6.6 FLORIDA BUILDING CODE -BUILDING 2004 W/ 2006 REVISIONS AND SECT R4101.6.6 FLORIDA BUILDING CODE -RESIDENTIAL W/2006 REVISIONS i L._ VENT COVER MAY BE GUTTER DRAIN 2- 90° ELBOWS ier T 12" MIN 1'A"O—I VENT LINE ATMOSPHERIC VENT PIPE LENGTH MINIMUM -1 r MAXIMUM - 30' MDX DEBRIS REMOVAL SYSTEM ALTERNATE SUCTION INLET SYSTEM MAY INCLUDE 1 ON THE BOTTOM AND ONE ON THE VERTICAL WALL OR ONE EACH ON TWO (2) SEPARATE VERTICLE WALLS ATTACH PLACKARD WHICH STATES THAT VENT IS A SWIMMING POOL, SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A. BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SECONDS MAXIMUM SUCTION PIPE VELOCITY SIX (5) FPS OR 59 GPM FEB 1 2 2001 (OPTIONAL) DEBRIS CONTAINMENT CAUSTEIR \ WATER LEVEL ANTI -VORTEX r- 2' DRAIN MDX FLOOR /DRAIN f 21A 18° MIN 2 Y. "0 OR EQUAL TO 24" MAX CIRCULATION LINE TO PUMP 2" 0 OR LARGER CIRCULATION LINE AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT TM SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. Garda!{ Ffdij 1, Inc. 1123 SEMINOLA BLV CASSELBERom0k ��.WV'MV. U01 RCULATION Y�H.. ARDSON P.E.19333SYSTEMS VD. ST . 1093 FL 3279),.6 - S) 679-9188 MOTTO SCALE- SHEET 2 OF 3 DWD BY- GHS VENT TO ATMOSPHERE SO VENT WILL NOT BE BLOCKED BY DEBRIS, INSECT INFESTATION, OR MICROBIOLOGICAL CONTAMINATION (COVER MUST COMPLY WITH ANSI/ASME Al 12.19.8 M) 3'-0" MINIMUM SEE ALTERNATE 2" T 2'0 I 2^0 SUCTION INLET SUCTION INLET (MAIN DRAIN) (MAIN DRAIN) 2'0 MAXIMUM DISTANCE t '/," 0 ALL VENT TO VENT TEE PIPING CONNECTION = 1 ALLSUCTION PIPING= 2'P• -� TO PUMP �-1 ATMOSPHERIC VENT PIPE LENGTH 2"0 MINIMUM = 16" MAXIMUM = 30" GENERAL NOTES 1. THE MDX DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'S RECOMMENDATIONS. 2. CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC- BUILDING 2004 AND SECTION R4101.6.6 FBC-RESIDENTIAL 2004 W/2006 REVISIONS. 3. ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME Al 12.19.8M-1 987 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. VENT COVER MAY BE GUTTER DRAIN SUCH AS HAYWARD MODEL SP -1019 2 - 90' ELBOWS 1 X' H VENT PIPE T 12" MIN. � � � II � �Nl•SH GRApE SUGGESTED / DETAJL DRAWING TO SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE DUAL SUCTION INLET SYSTEM & ATMOSPHERIC VENT SYSTEM IN ACCORD WITH SECT 424.2.6.6 FLORIDA BUILDING CODE -BUILDING 2004 W/ 2006 REVISIONS AND SECT R4101.6.6 FLORIDA BUILDING CODE -RESIDENTIAL W/2006 REVISIONS i L._ VENT COVER MAY BE GUTTER DRAIN 2- 90° ELBOWS ier T 12" MIN 1'A"O—I VENT LINE ATMOSPHERIC VENT PIPE LENGTH MINIMUM -1 r MAXIMUM - 30' MDX DEBRIS REMOVAL SYSTEM ALTERNATE SUCTION INLET SYSTEM MAY INCLUDE 1 ON THE BOTTOM AND ONE ON THE VERTICAL WALL OR ONE EACH ON TWO (2) SEPARATE VERTICLE WALLS ATTACH PLACKARD WHICH STATES THAT VENT IS A SWIMMING POOL, SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A. BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SECONDS MAXIMUM SUCTION PIPE VELOCITY SIX (5) FPS OR 59 GPM FEB 1 2 2001 (OPTIONAL) DEBRIS CONTAINMENT CAUSTEIR \ WATER LEVEL ANTI -VORTEX r- 2' DRAIN MDX FLOOR /DRAIN f 21A 18° MIN 2 Y. "0 OR EQUAL TO 24" MAX CIRCULATION LINE TO PUMP 2" 0 OR LARGER CIRCULATION LINE AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC -ALERT TM SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. Garda!{ Ffdij 1, Inc. 1123 SEMINOLA BLV CASSELBERom0k ��.WV'MV. U01 RCULATION Y�H.. ARDSON P.E.19333SYSTEMS VD. ST . 1093 FL 3279),.6 - S) 679-9188 MOTTO SCALE- SHEET 2 OF 3 DWD BY- GHS k A" CONCRETE DECK 7 COMPACTED MATERIAL 1- #5 REBAR CONTINUOUS 4 4" 0 PILASTER MAX EVERY 5' WITH 16 14 3 REBAR 6" MIN NOT TO SCALE # 3 BAR CONTINUOUS 1- # 3 BAR VERTICALLY @ 36" ON CENTER 12" to 24" TURN -DOWN 4' OR FLATTER i- 9 FINISHED GRADE, 22' i �{1=11=I1_t15U� OLD GROUND CONCRETE DECK TURNDOWN GENERAL NOTES PAVER BRICK - COMPACTED• MATERIAL 1-#5 REBAR—! CONTINUOUS. MA,ic 4"0 PILASTER EVERY SWITH 14 3 REBAR 6" MIN T _ _ #3 BAR A= 12" TO 24" VERTICAL * 3 BAR @ 38''O.C. FINISHED GRADE WOR FtprrBt --� 1 B= 9" TO 18" NOTE: <Z% B='/.xA GROUND PAVER DECK TURNDOWN 1, DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (> 4 TO 1). TURNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH # 3 REBAR. 2. TURNDOWN SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. 3. ALL REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. 4. CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. 5. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE, BUILDING 2004, FLORIDA BULDING CODE, RESIDENTIAL 2004 TOGETHER WITH 2006 REVISIONS 6. REFER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. 7. IF THE OF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND, A 4" e PILASTER WILL BE REQUIRED EVERY 5 FEET THAT WILL BE EITHER 2' INTO THE GROUND OR TO 6" INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE PILASTER WILL HAVE A # 3 REBAR TIED INTO THE # 5 REBAR IN THE BASE OF THE VERTICAL POUR. PAVER BRICK rr ALTERNATE PAVERS ON TURNDOWN 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL DIMENSION FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OF 33" (FOR AN 18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY TO V VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR A 12" TURNDOWN 36" (FOR AN 18" TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4' HORIZONTALLY TO V VERTICALLY, A TURNDOWN SHOULD NOT BE USED. 10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TOP OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. DECK TURNDOWNS (NOM- Jr' -GWE --GPAD GRADE TYP. a ® B ® 12 B 5BAR 2 1 5 BAR 1 2 5 BAR CONT_ CONT- CONT. NO FOOTER 8" X 8" FOOTER 8" X 12" FOOTER 12" X 12" FOOTER E E 1 2 2007 FOOTER NOTES: 1 FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (>1,500 PSI) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. 2. CONRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI W/ FIBER MESH OR 6X6 -10X10 WW MESH. 3. 3 -# 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 WRO AR ON, P.E. FOOTER OR ABUTTING THE FOOTER. 193 35. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL CONTRACTOR MUST COORDINATE LVD STE. 1093CONSTRUCTION OF ANY REQUIRED FOOTER WITH THE SCREEN CONTRACTOR. FL 2.792-7500TYPICAL FOOTER DETAILS 679-9188" SWALE FOR DRAINAGE r 41 i4-�oe0�. ted. d a a =-4 _ P •,d •G•bV;G •D __*3 BAR _4 A= 18" TO 24" IVERTICAL # 3 BAR @ 36. O.C. -PAVER BRICK B=12"TO 18" _ 1-#5 REBAR CONTINUOUS ALTERNATE PAVER LOCATION of Genual Florida, Inc 1123 SEMINOLA BLVD CASSELBERRY_ _t:1a, s I NOTE: B= 3/.xA 101 E R"i4N D (TURNDOWN DETAILS MOTTO SCALE SHEET 3 OF 3 'm JA DWI) BY-- GHS IBI GROUP, Inc. BI AUTHORIZATION #L85610 ENGINEERS SURVEYORS PLANNERS LANDSCAPE ARCHITECTS ENVIRONMENTAL CONSULTANTS GROUP 2200 OMPANO BEACH, 33064 PARK CENTRAL BLVD. I.. SUI 100 2603 MAITLAND CENTER PARKWAY, SUITE C (954) H, FLORIDA.FLO ID MAITLAND. FLORIDA, 32751 (407) 660-2120 ENl G L E KAY'S LANDING PHASE 2 NA770NAL FLOOD INSURANCE PROGRAM COMMUNITY NUMBER BEAR/NG BASED ON THE WEST LINE OF THE PANEL NUMBER 120294 12117C0040f NORTHEAST 1/4 OF SEC71ON 34, TOWNSHIP 19 MAP RE 05/17/1995 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA, FLOOD ZOONENE X BEING S 00-14'40" £, AN ASSUMED MERIDIAN. L E G E N D R= RADIUS L= ARC DISTANCE A- CENTRAL ANGLE A/C CENTERLIE CONDITIONER SLAB .E. v DRAINAGE EASEMENT L.M.E. m LAKE MAINTENANCE EASEMENT U.E. = UTILITY EASEMENT F.F. FINISH FLOOR FHFIRE HYDRANT W.M. WATER METER W.V. m WATER VALVE O NBICSfiEO CAP•(IRCN UNLESS OTNFiERWISE NOTED L.B. LICENSED BUSINESS N&D = SET NAIL AND DISC L.B. 5610 PCC=PPOIDINT OCUND NTFCOMPOCURVATURE PI = POINT OF INTERSECTION PRC = POINT OF REVERSE CURVATURE reT11 CABLE N LIGHT POLE POINTCOFI TANGSEGE RVICCY 2�Q = PROPOSED ELEVATION SCALE: 1" = 40' _ KAYS LANDING_ DRIVE —� (50' RIGHT—OF—WAY) sC-------------- MAN W,8941 E. I 72.621 LOT 139 N I 125 —� F $ I � MODEL'S NTA BARBARA 6' ELEYARON '1J' (50.00' r 54.117 Z069tsp.R. F.F. EI. J6.05' LOT 118 OT 147 4.-i' NOTE: CA LOT 141 \3t LOCATION SKETCH (NOT TO SCALE) P.C. AREA- TABULA 77ON : -- LOT = 10,050tSO.FT LEGAL DESCRIPTION.BUILDING WILL BE STAKED AS SHOWN Lot 140, Kays Landing, Phase 2, according to the Plot thereof, as recorded in Plot Book 69, at Page 43-44, of the Public Records, Seminole County, Florida. NOTES. (SKETCH AND LEGAL ONLY, NOT A SURVEY) 1. UNLESS IT BEARS THE SIGNATURE AND INE ORIGINAL RAISED 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER THIS BY 18/ GROUP, INC FOR EASEMENTS AND DRAWING, SKETCH, PLAT OR MAP IS FOR /NFORMATTONAL RIGHTS—OF—WAY OF RECORD, PURPOSES ONLY AND IS NOT VALID. IADD17IONS OR DELE77ONS J DAM ,SHOWN HEREON WAS COMP/LEO FROM OTHER TO SURVEY MAPS OR REPORTS 8Y DITHER THAN THE SIGNING 1,VSTRUME rS AND DOES NOT CONSAIUT$ A FIELD SURVEY PARTY OR PARAS 1S PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY ORI PAR77ES. AS SUCHREVISIONS: 11 DATE: BY: PLOT PLAN 3/6/07 JAM PLOT PLAN No. 2 4/5/07 JAM T t Act,17_d OPTION CORRECTED 4/17/07 JAM , N R ALD W. HERR P.L.S. PROFESSIONAL SORV YOR and MAPPER #4907 STATE OF FLORIDA DATE OF S7(ETCH: DlrAWN CHECKED FIELD 4/17/07 F1 JAM BY RWH BOOK N/A 1 0"XT Permit; -- Residential Swimming Pool, Spa a.nd Hot Tub Safety Act Notice of Requirements I (`Ne} acknowledge that a new sw'mming pool, spa or hot tub will be constructed or installed at ' v , and hereby affirm that one of the following ppm --Lt not Street o.OQrrssl methods will be used to meet the requirements of Chapter 515, Florfda Statutes. (oleas,e initial the methad(s) to be used for your cool) The pool will be isolated from access to the home by an enclosure that meets the pool barrierrequirements of Florida Statute 515.29; The pool will be equipped with an approved safety pool cover that complies with ASTNi F1346-91 (Standard Performance Specifications for Safety covers for Swimming Pools, Spas and Hot Tubs); All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipced with self-closing, self -latching devices with release mechanisms placed no lower than 54" above the floor or deck: i understand that nol: having one of the above installed at the time of final inspection, or when the pool is completed for contract purposes, wild constitute a violation of Chapter 5' S, F.S. and will be considered as committing a misdemeanor of the second degree, punishable b Z' uo to S500 and/or up o 60 days in jail as established in Chapter 775,F.S. /'O'� A /P ( /' I L4EGD% L�/4 C+vTRacT R'S SIGNATUREOATE OWNER'S SIGNATURE & DATE CCNTR,-1CTOR'S NAME 'PLEASE PRINT) KJC-i L Ttt N� AJ CWNER'S NAME (PLEASE PRINT)