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328 Appaloosa Ct
CITY OF SANFORD PERMIT APPLICATION RECEIVED i Permit#Date:g_ d Job Address: 3U POALIDSA nty -r san&o 'a 3Q77-7i t,i �oo� Description of Work: Lt 1 l I inn und nw Historic District: Zoning: Value of Work: $ Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service – # of AMPS Addition/Alteration Y_ Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential – (— Commercial Construction Type: — Parcel #: 1 I M 31 Owners Name & Address: 3 ZB r-WPA I Contractor Name & Addr 150,161 LO -0 Phone & Fax: 4217,t Bonding Company: _ Address: Mortgage Lender: Address: Architect/Engineer: _ Address: # of Stories: C- _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair – Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) (Attach Proof of Ownership & Legal Description) iy _bVb �39 Phone: qv'? 324 2-JD2 _...._.. i Gpas- -10 State JLicense Number:I�53 � _9q Contact Person: �� S f LI Phone: L4 ( 21-42- q -3A 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: 1 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 1 will notify the owner of the property of the requirements Florid ten Law, FS 713. / Signature of Owner/Agent o te0?hatud of Contractor/Agent to A11 -1z Z e,- S - C %Lti _L1 2 FelmeS Print O ner/Agent' 'Name i Print Contractor/Agent's Name natur f Notary -State of Florida bate / gnatur fotary-State of Florida ate ,0y P& Kristy L Stanton _,r. Kristy L Stanton My Com on DD131693 Y� kno rni�st r DD131693 Owner/Agent is _ P II Known toe or Contractor/Agent is o �a nown o e or Produced IDo. w Expires July 06, 2006 _ Produced ID mw Expires July 08, 21)08 APPLICATION APPROVED BY: Bldg: L[ Zoning: (Initial & Date) Special Conditions: f Utilities: FD: (Initial & Date) (initial & Date) (Initial & Date) �a,Oo R Permit #: Job Address: 3� Description of Work: Historic District: A CITY OF SANFORD PERMIT APPLICATION / Date: Zoning: Value of Work: $ 0 0 O v Permit Type: Building Electrical L, Mechanical Plumbing Fire Sprinkler/Alarm Pool —e/ Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair– Residential or Commercial Occupancy Type: Residential 4 Commercial Industrial Total Square Footage: Construction Type: �# of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: I 0 a U — ✓) J �T a� — SAttach Proof of Ownership & Legal Description) Owners Name & Address: _C�(�L� C Q -M `- Name & Phone & Fax:_'G Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer Address: Phone: r0�ltua e L'i'cense Number: • 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 requirements of Florida Lien Law, FS 713. 43 Signature of Owner/Agent Date Signature of Contra /Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID Print Contractor/Agent's Name 'DT, V- � �,-- Signatur tat3SSate ot^F]e i DEBBIE BLANTON MY COMMISSION # DD 188491 Contractr/A' entr s g'P°elrsoiiaClORMtStM or Pr( duM-01OTAFY FL Notary Discount Assoc. Co. APPLICATION APPROVED BY: Bldg: Zoning: Utilities: (Initial & Date) (Initial & Date) Special Conditions: FD: (Initial & Date) (Initial & Date) DATE: to 12d D5 ,POOLS -_`SPAS LIMITED POWER OF. ATTORNEY EFFECTIVE IMMEDIATELY, AND UNTIL FURTHER NOTICE, THIS WILL STAND AS AUTHORIZATION FOR t Q,mrnW ► COURIER TO SIGN PERMIT APPLICATIONS, LIEN LAW FORMS AND TO OBTAIN PERMITS FOR SAME IN MY NAME AND LICENSE FOR THE ADDRESS SPECIFIED BELOW: 3 28 AWA,Locr. CoLLC T 5 A�t=� ►ZD � � 3273 ST EN, R. FELICES 'PRESIDENT/#CPC037053 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this 20 Ttl day of _ — 2005 by Steven R. Felices. He. is personally known to me and did not take an oath. z►sr►y Kristy L Stanton My Commission DD131693 of n Expires July.06, 2006 LIMITED POWER OF ATTORNEY Date: b f 201OG I hereby name and appoint Tarny }� of Sunrise Pools to be my lawful attorney in fact to act for me and apply to L+Lj a for an electrical permit for work to be performed at a residence at a location described as: Section Township Range Lot (Zq Block Subdivision 'ba -U-6 CATM.110q (Owner of Property and Address) And to sign my name and do all things necessary to this appointment. Brian Keith Miller Printed name of active Certificate Holder (Master Electrician) 4-$0 Signature of license holder EC -13001686 State Registration or Certificate Number The foregoing instrument was acknowledged before me this 29th day of March , 2005 by Brian Miller who is personally known to me and who did not take oath. State of Florida County of V Notary Public, State of Florida Own z sawryw MY Carur�mon DD143236 aEVM Au" 18, 2006 ___.j Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I http://www.scpafl.org/pis/web/re web.seminole county _title?parcel=18203150600001290&cp... 6/21/2005 UF DAviD JoHasom, CFA,ASA f PROPERTY [In APPRAISED SfiNANOLE 000 NTY Ft- t� T � - 1101 E. FW r it a •> :AkF=W. FL 32771-1466 407.665-75 p 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 18-20-31-506-0000 Number of Buildings: 1 Parcel Id: 1290 ax src: - TDistrict: S1SANFORD Depreciated Bldg Value: $123,396 Owner: CRUZ CARLOS A & Exemptions: 00- YAMILET HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $28,000 Address: 328 APPALOOSA CT Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $151,396 Property Address: 328 APPALOOSA CT SANFORD 32771 Assessed Value (SOH): $151.396 Subdivision Name: BAKERS CROSSING PHASE 2 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $126,396 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $553 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $553 WARRANTY DEED 01/2004 05197 0655 $166,200 Improved Save Our Homes (SOto Savings: $0 WARRANTY DEED 09/2003 05039 0919 $227,000 Vacant 2004 Taxable Value: $27,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 129 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 LOT 0 0 1.000 28,000.00 $28,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2004 8 1,955 2,390 1,955 CB/STUCCO $123,396 $124,016 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 10 Appendage / Sgft GARAGE FINISHED / 425 OTE: 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 Just/Market vaiue. http://www.scpafl.org/pis/web/re web.seminole county _title?parcel=18203150600001290&cp... 6/21/2005 I��UN tSB �OLS � �. . LS SPAS NOTICE OF REQUIRED RESIDENTIAL SWIMMING POOL FEATURES I (We) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at 320 APPALOOSA i �T 6011jF:3(Lj, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. (Please initial the method(s) to be used for your pool) V 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 to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 85 decibels at 10 feet; All doors providing direct access from the home to the pool will be equipped with self-closing, self -latching devices with release mechanisms placed no lower than 54" above the floor or deck; I understand that not having one of the above installed at the time of final inspection; or when the pool is completed for contract purposes, will constitute a violation of Chapter 515, F.S. and will 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. <m_ ON- N TURE &DATE OWNER'S SIGNATURE &DATE CONTRACTOR'S NAME (PLEASE PRINT) OWNER'S NAME (PLEASE PRINT) Residential Swimming Pool Contract 11 &SUISE & SAS P •C SUNRISE POOLS & SPAS 1319 LAKE DRIVE • CASSELBERRY, FL 32707 (407)262-9311 1. PARTIES: Agreement between Sunrise Pools & Spas, hereinafter called the Contractor and _-0-1640y IMICmaner. camo me uwner. Z 2. AGREEMENT Tie o tr5*lctpragrees to build on residential swi ming po I for the owner on the prem' described as follows Address: Legal: 3. PRICES AND TERMS: (a) The total contract price is $ le as follows: (1) 3. time of signing of this c ra a sit; (2) (ten percent, 10%. at the (3) (thirty percent, 30%, upon setting of the steel frame in floor 8 walls); (4) -- (thirty five percent, 35% upon placing the concrete on floor and walls b f completion of trawled finish coat); (twenty percent, 20%, upon pouring concrete deck, and; (5) (five percent, 5%) or balance of contract price, prior 4 initial chlorination of the pool but, in any event, prior to the utilization of the pool by the Owner. Extras are in addition to the contact price and shall be paid with deck payment. Progress payments and payments for extras 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. Owner warrants that this contract contains all the understandings and agreements of the parties. Any changes or modifica- tions of this contract must be in writing by using change of order forms signed by one or more of both parties. The contract price is for all materials, equipment, and labor required for the construction of the swimming pool graphically described in the plot plan signed by the Owner and generally described in the specifications section below. Furthermore, if owner finances pool with Contractor, this agreement is subject to the Home Improvement Installment Contract and Mortgage executed by owner(s). 4. CONSTRUCTION SPECIFICATIONS: Contractor will install a swimming pool and appurtenant structures and equipment in accordance with the plot plan and these con-, struction 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 this 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 (+h) of the total contract price for diminished water surface area, and $5.00 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 floorofthe Pool tothe top ofthe waterline tile. Anyadddionalsoil needed lordeckingornormalgrading inexcessofwhatisd from the pool, is at home 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 d vying board or slide de s installed later there is no liability to the pool contractor and it shall cancel all warranties. Material and equipment to be furnished or Installed and work to be done: Elevation of pool, deck slab,5id slope of deck slab are to be determined by the Contractor unless otherwise specified m additional provisions below. POOL Design .i Approximate; shall Greatest Depth J west Depth / Approximate Greatest Width Greatest Length Z -3 / TILE TYPE: s.S 3Z STEPS: ��� SWIM -OUT: _71C., ✓ INTERIOR FINISH• ELECTRICAL• �� BOARD TYPE: GRABRAILS: ""'—' DECK: COLOR: �- SU SKIMMER: //1/�i LIGHT _ S_ /�.(�l/•1 LENS KIT FILTER TYPE: _ CLEANING EQUIPMENT. (Vacuum, Hose, Brush, Leaf Net, Test Kit, Pole) CHLORINATOR IMER POOL CLEANER: TYPE _ SLC a FENCE REMOVAL FENCE REINSTALLATION: TREE REMOVAL STUMP REMOVAL SCREEN ENCLOSURE: 37,2�tlZl� �OK.(L DIRT REMOVAL: % If (no) where dropped — OTHER PROVISIONS: _._10 1¢1i� (,1 4900'.,i 2 5. BUYERS RIGHT TO CANCEL: The Contractor shall not be obligated to commence construction of this pool until three days after the signing of this contract by the Owner. Since this contract maybe 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, it 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 downpay- ment not to exceed the lesser of five percent of the cash price or $50.00. 6. OFFER AND AGREEMENT: This contract shall be deemed an offer to Sunrise Pools & Spas and shall be null and void unless accepted by a duly authorized offi- cer of the Contractor within ten days of the date and year noted the Owner's signatures. The salesman has no authority to bind the Contractor. All agreements and under- standings are contained in this contract and the Owner warrants that there are no agreements or understandings other than are set forth in this document. Acceptance of the terms of this contract by Contractor Is to be communicated to the Owner by transmitting a copy of this contract to them showing acceptance by the sellers by the exe- cution of a duly authorized officer of the Contractor or by commencing construction. NOTICE TO PURCHASER DO NOT SIGN THIS AGREEMENT BEFORE YOU Hi E READ IT OR IF IT CONTAINS ANY BLANK SPACES The Buyer (Buyers) are entitled to an exa o p�this contract and un rids all provisions on the reverse of this contract a d under tands that such provi s are part of this contract on the day of /.S SUNRISE POOLS 6 SPAS OWNER -BUYER Presented by AUTHORIZED A E Salesman OWNER -BUYER Lic. No. CPC 03705, STREET ADDR R LpU Accepted by Sunrise Pools b Spas CITY & STATE PHONE NUMBER (Hl i SEE REVERSE SIDE FOR IMPORTANT WARRANTIES AND CONCI USION OF CONTRACT. ff PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 129, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: , NOTE: D.R.H. TITLE COMPANY OF FLORIDA INC. THE FINISHED FLOOR ELEVATION OF THIS FIDELITY NATIONAL TITLE INSURANCE COMPAN OF PENNSYLVANIA STRUCTURE MEETS OR EXCEEDS THE CARLOS A. CRUZ AND YAMILET CRUZ CH MORTGAGE COMPANY, I , LTD. THE REQUIREMENTS SET FORTH IN THE J CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 1 i 1 , 1 , I , 1 = 30' LOT 135 ' LO 134 LOT 133 1 , GRAPHIC SCALE I 1 1 r 1 o is 30 �$' N90* 0 00"Ez�9 ------------------1 ---------------- �2 > t _ - �- Pon 5.0 40.0' W 00 ONE STORY LOT 128 O a CONCRETE RESIDENCE CK oPo LOT 130 �o FINISH FLOOR .- p ELEVATION -28.58 O �- 0 b — Z 1/T COVERED ENTRY 5.0' o b 20.0' 5.0' 15. 0' 4 i 5.0 Y C W %CONCRETE:• ..DRIVEWAY, --------------N- 2B 10' UTILITY EASEMENT.. 0 WALK IS 9 WALK IS 1.2OFF 16.0 1.2' OFF_ , N90'00 00' W 50.00 '$` Ip $I pIN �I 1 1 4 PT - TRACT "A' Af 293_52' - 1 - 85.00' - - - N90'00'00"W 378.52' CENTERLINE DF RIGHT-OF-WAY APPALOOSA COURT/q 50' RIGHT OF WAY NOTE: Op S4iVIC �® 1. ALL DIRECTIONS AND DISTANCES HAVE ®�® BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND SURVEY, IF ANY. BUILDING SETBACK LINE FND NAIL AND DISC 2. PROPERTY CORNERS SHOWN HEREON WERE - CENTERLINE LB./4671 (1/22/04) SET/FOUND ON 01-22-04, UNLESS OTHERWISE - - RIGHT OF WAY LINE FND 1/2" IRON ROD AND CAP SHOWN. 1 1. 4 EXISTING ELEVATION O LB /6393 (1/22/04) 3. THE SURVEYOR HAS NOT ABSTRACTED THE CONCRETE CNA CORNER NOT ACCESSIBLEA DENOTES DELTA ANGLE LAND SHOWN HEREON .FOR EASEMENTS, RIGHT OF LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH WAY, RESTRICTIONS OF RECORD WHICH MAY LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION ((P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN (M) MEASURED PT DENOTES POINT OF TANGENCY LOCATED EXCEPT AS SHOWN. FND FOUND TYP TYPICALC/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK COW CONCRETE BLOCK WALL 5. NOT VALID WITHOUT THE SIGNATURE AND THE CP CONCRETE PAD RP RADIUS POINT ORIGINAL RAISED SEAL OF A FLORIDA LICENSED CS CHORD ELENCTHTE B ID IDHU ENTIFICATIORHEAD N SURVEYOR LINE SURVEYOR AND MAPPER. PK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARY NO 120294 0045 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NOTES THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. CONTAINED HEREON MEETSTHE APPLICABLE AREA OUTSIDE 100 YEAR FLOOD PLAIN. MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BY THE FLORIDA BOARD OF PROFESSIONAL VERTICAL CONTROL AS FURNISHED. SURVEYORS AND MAPPERS IN CHAPTER BEARINGS SHOWN HEREON ARE BASED ON THE 61G17-6, FLORIDA ADMINISTRATIVE CODE EASTERLY LINE OF LOT 129 PURSUANT TO CHAPTER 472.027, FLORIDA AS BEING N00'00'00"E PER PLAT. STATUTES. (FIELD DATE:) 9-23-03 REVISED. SCALE: 1" 30 FEET APPROVED, BY: SJ AMERICAN SURVEYING & MAPPING ` ' ASM42088 FINAL 1-22-04 CKO CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 FOR JOB N0. 320 THE EAST SOUTH STREET, SUITE 180 FORMBOARD 10-3-03 CKB • � ilRu ORLANDO, FLORIDA DRAWN BY: PLOT PLAN 07/24 03 SOO 32801-'(407) 426-7979 / / WILLIAM R. M SCATEI 0 JR. PSM�j49 8 , DATE HVE0 S.S LADDER (3 STEPS) CROSS -BRACED TYPE I 1-9" MAX. 29" MI 2"X6- BULLNOSE CER. TILE ~ STEEL REBAR ARCITE AUGHT COLOR) OR STEEL REINFORCE OTHER APPROVED FINISH CONCRETE 2- EOUIL. UNE W/ VALVE (OPTIONAL)3"-6' PLACE TOP REBAR AT SKIMMER LOCATION AND TIE /3 REBAR TO GO BEHIND SKIMMER POSITION. AFTER SHELL IS FINISHED, EXCAVATE BEHIND SHELL, PLACE SKIMMER, AND POUR CONCRETE BEHIND SKIMMER. SKIMMER DETAIL NOT TO SCALE r 8" MIN. -4" DECK IJ UNE `RETURN UNE 1.0 12 BARS THICK POOL (TYPICAL) 12" O.C.E.W.. ,-/3 BARS 12- O.C.E.W. NOTE: DECK ELEV. MAY "VARY SE P54N LADDER DETAIL NOT TO SCALE /3 REBAR 12" 0/C/1 O c L) /3 BARS 12" O.C.E.W. I x ` ANCHORED GRATE _ / � _# 32 II�LL W. DRAINS 2- AUTO RELIEF VALVE 1 1/2- PERFORA O PIP GRAVEL SECT BEAM WITH FIXTURES NOT TIOONST EROUGH MAIN GRAIN NOT TO.SCALE ALTERNATIVE�� VENT COVER SEE NOTE •1 DC AX=r LY50M I[RCW MAK BEEN NM BY AN AKWEA MVI 115A40 LABaUWY AAO MAK BLEN REW100 AAO ACCEPTED Fal LJSTWC BY THC APVAV WSANW O MSlFU ar MPAAT KX01OCN AAO NSOK AIG TIC FaLOXNG 001WTK11115 ALSO APPL Y. - DC A®A OEIiW REAGYAL STSAW M 6E AT T&M W ACCODAA17 WIN ~ACDACR'S RECOMICACIADIAL - CON NACIOP TO AdrALL VACWM RaV BAQLP SYSAW W A� 6TDf MC SECIIOV 4742ddl. - ALL P,PIMG M BF AOCOU.f IO PIC B(ARNG NSF AAWMAI &MEZ ODCNIaSF A01M - NC notal MW MITTS 111E Nralswu rs Or or AN9/ASC A11z1aBA-11187 AAV CAW COKM LEFT AC Afla AMWITIS Or ANS/ASW A117.t 1LV 1987 FOP AND -MAN AND BLOT LNNRAPACNI - BIS LNAMNC ro S1iPL01RNr camcion SKCIIVSNWM DRANAW- aV RE FOP ACDM AAO MATETIALS Or C0tFfi XK WIN TO aWM4CrG" ENOGM t STALED 9YCFOWV LWAeIIG aV at WN NC 6fRW OFPARn"r. POOL WALL 6' MIN. BALL ADAPTOR \ HALL RETAINER " l- 1 HALL EYEBALL WALL INLET NOT TO SCALE TRANSFORMER R O 1f O.C.E.W. A�GA BAAR0HJNOAk LACE 1"2" REBECENTERS SECTION THROUGH LIGHT NOT TO SCALE VENT COVER SEE NOTE •I aoNroNrallo: 113 FUM • Ir MC -Lit To 9 OCPML A RtaM O 6' ox -La OWER C CVTIt TO NVISECMNs. W/ 16 0Auct ALL SM LAPS AT NO 01A VOL WALL SECTION AT SKIMMER NOT TO SCALE MNI N1M.16' MAXIM -30' 18'YAX MOX SPA TYPICAL (DTL) NOT To SCALE SWIMOUT (DTL) NOT TO SCALE W EL90ws VENT AND LINE LLOCAIM MAY VARY. UMMUM.16' MAAMuM.3W 18' VAX MOX POOL TYPICAL (DTL) NOT TO SCALE a -MIN 4" DECK /3 BARS 12. O.C.E.W. /3 BARS 12' O.C.E.W. NOTE: DECK ELEV. ��MEEAY VARY PLAPS AtTFRNATE BEA_MI NOT TO SCALE -j r6- MIN. 2-/3 BARN I I *, 4' DECK UNE "RETURN UNE /+3 BARS i2" O/C/E-WJ POOL WALL IS 6" 161. THICK (TYPICAL) ALTERNATE BEAM II NOT TO SCALE 8"MIN 12" 4" DECK POOL WALL IS 6" #3 BARSTHICK (TYPICAL) 12" O.C.E. W. ALTERNATE BEAM III NOT TO SCALE HESE PLANS HAVE BEEN DEVELOPED OVER AN EXTENDED PERIOD OF TIME. THEY HAVE BEEN ENGINEERED TO CONSIDER MATERIALS, CRAFTSMANSHIP J,ND DEVIATIONS THEREOF. 8CE,INC IAS OBSERVED FAILURES DUE TO IMPROPER WORKMANSHIP AND DEVIATIONS IN MATERIALS. BCE ATTEMPTS TO ACCOUNT FOR THESE VARIATIONS IN THE DESIGNS ,ND HOPES THE BUILDERS WILL NOTIFY US WHEN MODIFICATIONS ARE REQUIRED. STRUCTURE MAY VARY IN DETAIL DEPENDING ON THE CONDITIONS SURROUNDING THE AREA IN QUESTION. IN MOST ASES, A BEAM IS REQUIRED AROUND THE PERIMETER OF THE POOL SHELL THAT IS CAPABLE OF CARRYING OUTWARD BENDING FROM THE WATER PRESSURE INSIDE THE POOL WITH NO SOIL SUPPOR' NO TO SUPPORT THE EXTERNAL SOIL PRESSURE WHEN THE WATER IN THE POOL IS ABSENT. REFER TO THE BOND BEAM DETAILS AND NOTE 11 ON THIS PAGE, WHEN MTE SIGNS NO SEALS THESE PLANS. WE EXPECT THE BUILDING DEPARTMENTS WILL INSPECT THE FINISHED PRODUCT TO ASSURE THAT THE STRUCTURE CONFORMS'TO THE APPROVED PLANS. ANTI ENTRAPMENT COVER TYP.(COVER MUST COMPLY MATH ANSI/ASMIE A112.19.8 M) s 11121 " r ALTERNATIVEO MAXOM OISIMICC TO VW1-] T CONSCTim I' -a' 2'x1-1/2- T LENGiN OF a1G ATMOSPHERIC VENT PP ItllNNJY 18--0-. YANOWY 30'-0- -1/2- VENT IPE �� 2" SUCTION! P - WD- ELBOWS �vENiTOVENT COVER ATMOSPHERE TTMOS WEA MBAYNNERgTHAT THEpEB� RUMP &HALO -IJP OR T�CAL CONTTAAMINAATON. S LABEL VENT: -POOL SAFETY DEVICE NOT HANDLE' •I. PROMCT M am CMO 0 M KNT UTN AM NQCT-W=93Ar OPOwIOSN SCCA[ THE DUCT WIM MM A STA"ISS SIM CLAMP AND PANT ALL two= PVC Prm wM m vv-pamraw PANT OR PMC-rAa AM;NTANC sysmA Al TIERNATIVE SLN'T10N INLET SYSTEM• MAY INCLUOE I ON THE BOTTOM OR OnE EZ. OWN T�wROnG2) `Ep%tATE VERTICAL WALLS. LENGTH OF AIMOSPIIEQtc VENT PIPINGc 2 MsaMUM 18--0-. MAUOWY 70'-0' - 90- ELBOWS MAXMRPI CISTANCt TO WENT VENT COVER SEE NOTE 22 T CONNECTION I'-0- -1/2- VENT PIPE 2-X1-1/2- T TwOLLAQSPNER�EpOpILEAp BYAIOIER THAT 2 -SUCTION RPE ��oump Y T E00 12YATDIEVICIE i�T w}i (N.T.S) THE ACTUAL SUCTION ENTRAPMENT APPROVED POOL. SPA AND NG WAS ACCOMPLISHED. THE MAXIMUM VACUUUMMHWITH ONERICTSUMP POOL DUAL SMAINIORAIJN ATMOSPHERICVENTG PLUGGED AND A BQOY ENTRAPMENT ON THE OTHER SUMP ARRANGEMENT COMPLIANT WITH 424.2.6.6 OF NEVER EXCEED 4.5 OF MERCURY. THE ENTRAPMENT RELEASED THE FLORIDA BUILDING CODE. EQUIVALENT LENGTH OF STRAIGHT PIPE FOR VARIOUS PVC FITTINGS PIPE SIZE 1-1/2- 2- 90 ELBOW 3'-6- V-0 45 ELBOW 2'-0 2-5' ANTI ENTRAPMENT COVER TYP. (COVER UST COMPLY WITH ANSI/ ASME A112.19.8 M) .2.5-,OR3- PVC ,e2' TO 4" MAIN 0 PUMP S NT UNE -1/2' VENT PIPE iHtALL IS 6 (TYPICAL) - NOTES` 2005 1. CON AL ID. GRADE A. 2500 PSI AT M I GRADE A, 2300 PSI AT 28 DAYS. 2. REIN OR FOR 3. P SHALL BE FENCED PER FLORIDA BUILDING CODE. 4. POURED CONCRETE SHELLS SHOULD BE WETTED DAILY DURING THE INITIAL 7 DAYS OF CUFN DER 'TO MINIMIZE THE POTENTIAL FOR HYDRATION CRACKS. 5. DO . NON 1 POOL IS EMPTY, 6. IF USI9.4ftTLEIANSFORMER JUNCTION BOX HAS BEEN MOON AIDE B ED TO MEET BUILDING CODES 1 0 IG04PS TO STEP THE VOLTA 0 2V ,/��@`�' 7. SUITABILITY OF THE SUBGRAOE ROPER SUPPORT TO THE POOL SHELL AND ADJOINING DECK SHOULD 8E VE PRIOR TO CONSTRUCTION. 8. SOIL MUST BE COMPACTED IN 12' LAYERS BETWEEN POOL SHELL AND EXCAVATION UNE FOR POOL SHELL. 9. NUMBER 3 REBAR MAY BE USED IN BOND BEAMS FOR POOLS NOT EXCEEDING 130 FEET IN PERIMETER OR 20'X40' SQUARE. IN POOLS WITH PERIMETERS GREATER THAN 130 FEET, USE NUMBER 4 REBAR IN THE BOND BEAMS. 10. THE REBARS IN THE BOND BEAM MUST HAVE A MINIMUM OF 3 INCHES OF COVER AND A MINIMUM OF ONE INCH CLEARANCE BETWEEN. 11. 6X6.10/10 W.W.M. OR FIBERGLASS MESH SHALL BE PLACED IN THE DECK AROUND THE POOL SHELL. 12. A BOND BEAM WHICH IS I IN SHELL, SHOULD BE CONSTRUCTED WITH ALL am NUOUS REINFORCING STEEL BARS SHALL BE PL THEM WAY AROUND THE POOL. 13. A MINIMUM WALL THICKNESS OF 6 IN S I ALL CONCRETE WALL SHELLS. 14. SOME SPECIAL VARIATIONS IN BASIC POOL REQUIREMENTS MAY BE ALLOWED; HOWEVER, A SIGNED LETTER FROM THE ENGINEER WILL BE NECESSARY. 15. ALL POOL PIPING TO BE SCHEDULE. 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 16. IF THE SEASONAL HIGH WATER TABLE IS AT OR ABOVE THE BOTTOM ELEVATION OF THE POOL SHELL, AN 8" MIN. GRAVEL BED MATH A 2" OR 1-1/Y PIPE PLUMBED TO THE SURFACE SHOULD BE INSTALLED BELOW THE DEEP END. THIS SYSTEM WILL ALLOW FOR ARTIFICIAL LOWERING AT THE GROUND WATER TABLE IN THE EVENT THAT THE POOL NEEDS TO BE EMPTIED. 17. THE CONSTRUCTION TECHNIQUE USED TO PLACE THE SKIMMER IN A CUT AREA IN THE POOL EDGE AND GUNITING THE DECK AND TOP SHELL IN ONE OPERATION WILL BE ACCEPTABLE PROVIDING THERE IS NO STRUCTURAL LOADING ON THE SHELL AREA. 18. AN AREA IN THE TOP OF THE POOL SHELL AND DECK MAY BE CUT IN THE HORIZONTAL PLANE AND THE SKIMMER PLACED WITH ONE REBAR GOING AROUND THE REAR FACE OF THE SKIMMER. NO REBAR IS REQUIRED TO GO BENEATH THE SKIMMER IN THE GUNITE. 19. HARD WIRED ALARMS OR CHILD FENCING IS REQUIRED ON ALL POOLS. 20. WHEN USING CHILD FENCING. REFER TO SITE PLAN FOR DETAILS. 21. (2) MAIN DRAINS. MIN. 3- APART W/VACUUM BREAKER ARE REQUIRED TO MEET CURRENT REOUIREMENTS. 22. PROTECT THE OPEN ENO OF THE VENT WITH AN INSECT-SCREEN(3/8. OPENINGS) SECURE THE INSECT SCREEN WITH A STAINLESS STEEL CLAMP AND PAINT ALL EXPOSED PVC PIPING WITH AN UV -INHIBITOR PAINT OR PRE -FAB AIR INTAKE SYSTEM. 23. 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_ _. 2.4. VAC -ALERT SAFETY VACUUM RELEASE SYSTEM, MODEL VA -2000. THIS PRODUCT HAS CERTIFIED BY. THE -APPLIED RESEARCH LABORATORIES OF MIAMI, FLORIDA ANOMEETS; THE PERFORMANCE LEVELS SET BY THE (IAPMO) ACCORDING TO THE FLORIDA BUILDING CERTIFIED COMMISSION PER THE INFORMATION ATTACHED DATED DECEMBER 04,2001. , ; IT MEETS THE REQUIREMENT AS "APPROVED OTHER MEANS." THEREFORE, WE ARE ACCEPTING THESE APPROVALS AND THE APPROVAL OF THE UNDERWRITERS LABORATORIES INC. ALONG WITH SPECIFICATIONS FROM VAC -ALERT (SVRS) AND GIVING TOUR APPROVAL AND RECOMMENDATION TO HAVE THIS AS AN ALTERNATIVE TO THE ,DUAL MAIN DRAINS AS SHOWN ON OUR STANDARD MASTER POOL PLAN. THIS MAY BE' USED.IN-PLACE-OF-VENT-LINE. ALTERN�ATIVE�3 POOL, (SEE NOTE 24)REVIEWED MASTER FILED JAN o 6 zoos SEMINOLE COUNTY SEMINOLE COUNTY PLANS EXAMINER, SEMINOLE COUNTY scc# 05004 I MASTER PLAN I IN LESS THAN TH _ Plans, notes, specifications, details, and all other information depicted an this sheet and all attached sheets have bean prepared to most norido Building Code 2001 standards for Orange, Seminole, Osceola, POLK. AL Lake Counties of Central Florida. It is the responslbilityto verify with local, county, city, and slate code enforcement agencies, compliance with building codes and ordinances for the area of construction. This must be done prior to the use of this document or any otloched documents for any purpose. BRYAN C ENGINEERING. hereby reserves its common low copyrights and other copyrights in these pima. Ideas. and designs. These ideas, designs and plans are not to be copied or changed in any manner or fomT whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission from BRYAN C ENGINEERING. C4 uj n N � 1 p N < o C' = df o W V1 QQGG 0 CrCo- y[ N W x�� i �aJ>`-Of� OT n 0 1P) W C Q z m (Y 5t f/1 z Q U v� i a _ P �$ J U r^ z I 9 W o � y1 v hh �U 6XI ti I /1/1A1/1 n A \/COC N �.v�+rna,.cu cvvv P.S.F. FIL SEMINOLE COUNTY TYPICAL PERIMETER F00 ING /� # o5004 ..�r1r-rte A Tr- r11 nnr- C/1/%Tl 1r19CC �I CONC. 4VERSMASTER PLAN \-2 #5s CONT. rz' 2-1 /2" MIN. COVER © OPTIONAL PERIMETER FOOTING P F OTING R ESI I B ]Ail 0 6 SEMINOLE C PLANS EXA COMPACTED 2000 P.S.F. FILL STEEP SLO E 0 4" CONIC. SLAB W/ ,. .,.-10 W.W.M. :R MESH. P.S.F. FILL FLAT SLOPE / NO FOOTING NO FOOTING REOURED EXCEPT LIEN ADDRESSING OW90N UN17L IHE SLAB )MOTH IN THE OIREC77LN OF THE PRIMARY POOL ENaOSURE EXCEEDS J2 FT. THEN A TYPE A FOOTING IS REOV/IRED. SCABS -'HALL BE A Af/N/MUM OF 3-1/2T4' NOY/NAL) TH/Clf. THE FOLLOWNG COVDInONS ALSO APPLY. - THE STAB / FoUNDAnav SHALL BE GEARED OF DEBRIS ROOTS AND COAFACTED PRIOR TO PLACEMENT OF CONCRETE. - AILNOCITIIC SLABS AND FOOANIS SHALL BE AMMUM 2.500 P9 CONCRETE MYTH 6X6. 10X10 MELDED )NRE A09f OR FIBER MESH MAY BE USED /N LIEU OF MM.. - IF LOCAL BUILDLNG CODES REOINRE A MAIM FOOTING USE TYPE A FOOTNG OR FOOnNG SEC17ONS REOURRED BY LOCAL CODE. LOCAL CODE GOVERNS' - THE F0UIVDA)7ON 91OBN ARE BASE ON A MAIM SOIL BEARLNG PIRESSURE or 2000 PSF. BEARLNG CAPACITY OF soa 91ALL BE WRIRED, PRIOR TO PLACING THE SLAB BY MD SOIL TEST OR A SO2 TFSXNG LA& - ALL REBAR TO HAVE J' MIN. COVER. FTG w/ (2) p lo — s• oowc — A REBAa T`fP. BENT BAR w/ 23' LAP EX TYP OF 2 CORNER BAR DETAIL MASTI' SEMINO TG w/ (1) p — •'CONCIL— p REBAR TYP. BENT BAR w/ 25' LAP EX TYP OF 2 CORNER BAR DETAIL QED 105 U NT's' iNER CONC. PAVERS. 8-_12 5s CONT. \ 2 _ 1/2" MIN. COVER COMPACTED 20 P.S.F. FILL © TYPICAL PERIMETER FOOTING MODERATE SLOPE FOOTING �CONIC. PAVERS. 4" CONC. SLAB W/ 6X6 10-10 W.W.M. /,-OR FIBER MESH. L—J-1 #5s CONT. COMPACTED P.S.F. FILL O TYPICAL PERIMETER FOOTING MODERATE SLOPE FOOTING \\-2 #5s CONT. Iz- 2-1/2" MIN. COVER COMPACTED 2000 P.S.F. FILL © OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING R FILED .E COUNTY 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. ,2 #5s CONT. \ 3" MIN. COVER COMPACTED 2000 P.S.F. FILL (j)OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING h 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. -1 I I_I i l_I I II 1 1_i N= 2 #5s CONT. 2-1/2" MIN. COVER 12 COMPACTED 2000 P.S.F. FILL O OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING e 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. .2 #5s CONT. \ 3" MIN. COVER COMPACTED 2000 P.S.F. FILL O OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING Plans, notes, specifications, details, and all other information depicted on this sheet and all attached sheets have bean prepared to meet Florida Budding Code 2001 standards for Orange, Seminole. Osceola. POLK, dt Lake Counties of Central Florida. It is the responsibilityto verify with local, county, city, and slate code enforcement agencies, compliance with building codes and ordinances for the area of construction. This must be done prior to the use of this document or any attached documents for any Purpose. BRYAN C ENGINEERING. hereby reserves its common low copyrights and other copyrights In these plans, ideas. and designs. These ideas, designs and plans are not to be copied or changed in any manner or form whatsoever, nor are they to be assigned to any third party without fust obtaining the express written permission from BRYAN C ENGINEERING. 2005 N 1 N Vacuum Gauge — 0 - Adjustment Screw . MODEL VA-e®®D Safety Vacuum Release System (SVRS) Vent Screen -E— Lockout/ Release Mechanism 4 Surge Suppressor 1EVV ED JAN 01; ?IlVi SFMINOLF COUN'CY PLANS FXAMINFR -4— Check Valve MASTER FIL SFMNOLE COM MANUFACTURED BY VAC -ALERT'" INDUSTRIES,= FORT PIERCE, FLORIDA www.vac-alert.com Vac -Alert" Model VA -2000 SVRS Unit Reacts In Less Than A Second To Quickly Release Dangerous Pump Suction Vacuum. A Totally Mechanical, Non -Electric Safety System, The VA -2000 SVRS Is Easy To Install, Adjust And Test. Vac -Alert's Fail Safe Design Is Manufactured With Only Engineered Plastics And Type 316 Stainless Steel For Long -Life And Reliable Service. The VA -2000 SVRS Provides A Critical Layer Of Protection Against Body Or Limb Drain Suction Entrapment. Tests Conducted By Independent, Third Party Laboratory Demonstrate That Vac -Alert's Model VA -2000 Meets Or Exceeds The Performance Requirements Set By IAPMO IGC 160-2002 For Suction Lift Applications. The VA -2000 SVRS Is Backed By A 3 -Year Limited Manufacturer's Warranty. FOR SALES AND SERVICE CONTACT: Vac-AlertT" of Florida Tel; (561) 746-3334 Fax: (561) 746.0330 Post Office Box 1309, Jupiter, FL 33466-r o9 i = . VAC-ALERT'm SAFETY VACUUM RELEASE SYSTEM SVRS PLUMBING AND INSTALLATION DIAGRAMS ' i I One (1) Pump "' A: Always Locale The Vac-Alert'SVRS On One (1) Pump Figure ® One (1) Main Drain Line FI Ur8 ® The Main Drain Suction Line. SVRS Unit C� Two (2) Main Drain Lines Must Be Mounted In The Vertical Position. PUMP D a PUMP D B: DO Not Use 2 -Way Or 3 -Way Valves As Test Valves. Use A Fast -Acting, Full -Flow, 3 -WAY VALVES 3 -WAY VALVES Full -Port, Ball Valve Or Butterfly Valve AS A - Test Valve. A Test Valve Is An Optional Is f SUCTION ISOLATION f SUCTION Alternative To A Pole Mounted Test Mat. VALVES (TYP.) PLUMBING PLUMBING VALVES (TYP.) Each Vac -Alert"'' SVRS Unit Must Be Tested Three (3) Times To Insure Proper Adjustment And Operation. LOCATE VAC -ALERT'" SVRS HES / LOCATE TEST` VALVE HERE (OPTIONAL) b, MAIN MAIN ORAIN(S) SUCTION LINE SKIMMER VACUUM UNE PORT UNE Sip Multiple Pumps Multiple Main Drain Lines POOL PUMP D 3 -WAY VALVES (TYP.) -or- - — SUCTION ISOLATION PLUMBING VALVES (TYP.) LOCATE SVRS HERE . �.lop , LOCATETEST VALVE HERE (OPTIONAL) 10. '-� MAIN DRAIN(S) SUCTION UNE SKIMMER VACUUM LINE PORT LINE LOCATE SVRS HERE 3 -WAY VALVE MAIN ORAIN(S) SUCTION LINES SPA PUMP D � x LOCATE VAC -ALERT" SVRS HERE LOCATETEST VALVE HERE (OPTIONAL) �3111- MAIN DRAIN(S) SUCTION LINE FLOW THRU SCHEDULE 40 PVC PIPE VELOCITY - FEET PER SECOND 6PPs 7r" 8FPS 9FW Jorps NPIPESIZE 16 GPM 18 GPM 21 GPM 23 GPM 26 GPM 37 GPM 43 GPM 50 GPM .56 GPM 62 GPM 62 GPM 72 GPM 82 GPM 92 GPM 103 GPM 2.5" Be GPM 102 GPM 117 GPM131 GPM 146 GPM 3' 136 GPM 159 GPM 181 GPM 203 GPM 227 GPM VACUUM PORT UNE 4 LOCATETEST VALVES HERE (OPTIONAL) C: For Multiple Pump Systems, One (1) Vac -Alert"" SVRS Unit Is Required For Each Pump Plumbed To A Dedicated Main Drain Suction Line. D: The Vac-AleriT' SVRS Unit Is Rated For Suction Vacuum Levels Up To 18 Inches Of Hg (Mercury). For Vacuum Levels Above 18 Inches Of Hg, Either Throttle The Return Side Of The Pump To Produce A Running Vacuum Less Than 18 Inches Of Hg, Or Call Vac-AleriTm For Further Instruction. E: Do No Install A Check Valve Or Hydro- static Valve In A Mein Drain (S) Suction Line Protected By A Vac-Aler1T"' SVRS. F: A Vac-AlertTM SVRS Unit May Also Be Used In A Vacuum Port Line To Protect Against Body Or Limb Entrapment. �I FEATURE PUMP D SUCTION J PLUMBING LOCATE OPTIONAL SPA SKIMMER LINE SVRS HERE LOCATETEST VALVE HERE (OPTIONAL) MAIN DRAIN(S) SUCTION UNE SUCTION PLUMBING OPTIONAL FEATURE SKIMMER UNE INOLE COUNTY 05pp4 i. ' 'STER PLAN Vac-AlertT"--of-FlorlWLL— www.vae-alert.com Tel: (561) 746-3334 ' -Fax: (561) 746-9P30 Post Ot(irP nox I inn) .Ilrnllar r-1 97"nn 4 nnn o .VAC-AT,RUT MODEL VA -20®0L (Lift) The Vac=alerfrm Model VA -2000L is a Safety Vacuum Release System (SVRS) designed forLu ion lift applications. Suction lift in this case applies to'all applications where the circulating pump suction is either at or above the level of the pool water surface. This unit incorporates a 0.170" diameter orifice opening installed below the surge tube section. This orifice opening is sized to prevent nuisance tripping of the SVRS unit caused by high vacuum, surges typical of many pump start-up conditions. The Model VA -2000L SVRS unit also utilizes a check valve assembly equipped with a 3.5 pound spring, a poppet disc and a one-way (up only) vented, poppet This check valve assembly permits continued water flow to the circulating pump while the SVRS unit is in the open or vented position. The 3.5 pound spring further compressed by the poppet disc, creates enough sealing force within the check valve to allow partial water flow to the circulating pump for suction lifts up to 3.5 feet. This is critical to the elimination of circulating pump damage that can be caused by a sustained dry -running condition. The one-way vented poppet allows the surge chamber to be internally recharged when the circulating pump is turned off. o VAC -AI, .RT 1wODEL VA -20005 (Submerged) The Vac-alert"m Model VA -2000S is a Safety Vacumn Release System (SVRS) designed for submerged suction applications. Submerged suction in this case applies to all applications where the circulating pump suction is below the level of the pool water surface. This unit incorporates a 0.375" diameter orifice opening installed below the surge tube section. This orifice opening is sized to provide a limited amount of pump start-up surge protection, while at the same time allowing enough air into the piping system to insure dissipation of the dynamic suction force caused by the circulating pump, , The Model VA -2000S SVRS unit also utilizes a check valve assembly equipped with a 0.25 pound spring and a non -vented poppet (no poppet disc or hole through the poppet). This check valve assembly utilizes a light duty spring to minimize the sealing force of the check valve. The non -vented, poppet insures that water from the, circulating system, under a positive hydrostatic head condition, does not migrate up into the SVRS unit. NOTE: Make sure you have the correct Model SVRS for your Application! SEMINOLE COUNTY SC.C# 05004 May 1, 2003 MAP ........ ....... ..................... _.... .......................... ................................................... Start at 1319 LAKE DR, CASSELBERRY - go 0.1 mi ... -.._...............................,. W.................................................................... Two on SEMINOLA BLVD - go 1.7 mi .,rum on US-17-92 go 3.9 mi Bear on RONALD REAGAN BLVD - go 3.3 mi w. Tum on E LAKE MARY BLVD - go 0.1 mi W Tum A on S SANFORD AVE - go 0.6 mi E Bear on BLACK STALLION WAY - go < 0.1 mi M-µ BLACK STALLION WAY becomes FRIESIAN WAY - go 0.3 mi FRIESIAN WAY becomes APPALOOSA CT - go 0.1 mi ............................................... __...._........................................... Arrive at 328 APPALOOSA CT, SANFORD, on the S Light Switch Sawcut 9 & Remove 54 Sq. Slab { 2' Sheer Arc Waterfall +12" �o +6•, 0 ' 12" +12" +s.. 24 ft. 5' 6"Deep fT Deep 0 iti 40 i .�tii 1. POOL DESIGNS. 2. SIZE: )3 X. 2 Li X DEPTHS-.£� - 29: STUB OUM -;5'y 3. TILE: COLOR: SS' Z- STEP TILE 4., DECKING TYPE:w Q- .COLOR: &bin , 5. POOL GALLONS: 1-1,350 6. PUMP SIZE. FENCE REINSTALLATION: T. FILTER TYPE: FILTER -SIZE S. HANDRILL: -` 9. SWIMOU7: 10. GRAB'RAILS: -" SPRINKLER RER107NG: el -2w- 11. UNDERWATER -LIGHT.; -IA e- SIZE: Sr-- LENS KIS: W 2. ELECTRICAL.• ke, 13. $LIDE.TYPE&_COLOR-. _... • 36. PLANT REMOVAL: 14. OWING BOARD TYPE. & COLOR: RESODDING:�- 15. SKIMMER: 16. 16. RETURNINLETS:-._:_._ ..-.... 17. MAIN DRAIN: XYZ/ 18. CHLORINATOR: DECK -O-DRAIN: t D . FT. 19. TIME CLOCK. 20. FILTER LOC: - THERAPY JETS: 21. TYPE INTERIOR FLUSH: e9y u 7 r?_ 44. HEATERSIZE:G 22. TEST KITS �! 23. BRUSH &POLE: fin/ g, 24. UNDERWATER VAC: 25. HOSE FOR VAC: -_ 26 THERMOMETER• �%' wr STARTUP• ft. SUNRISE POOLS & SPAS SU I S E 1319 LAKE DRIVE CAssELBERRY,FL 32707 OOLS 407-262-9311 a.�.� A FAX: 407-262-9335 - SPAS WEB SITE: www.suNRisEpoompAs.com - 9 j NAME: ADDRESS: 32- f r 142aw to og c,7- CITY..' .7-CITY:. PHONE: HOME: b7- 22/6 J' OFFICE: v7-33-2-y7•L/ CELL: 7- &97- %OZ - - LEGAL DESCRIPTION'OF'PROPE - - SUBDMSIONr ..LOT BLOCK PLATBOOK E(S).. CUSTOMER'S DATE:' _ 28. AUTO POOL CL TYPE: - 29: STUB OUM -;5'y 30. FENCE REMOVAL: 31. FENCE REINSTALLATION: 32. TREE REMOVAL: _ 33. STUMP REMOVAL: 34. SPRINKLER REMOVAL: fTJhC� SPRINKLER RER107NG: el -2w- • 36. PLANT REMOVAL: 37. RESODDING:�- 38. DIRT REMOVAL- 39: ADDITIONAL FILL DIRT: 40. CLEAN-UP: 41. DECK -O-DRAIN: t D . FT. 42. SPA: 43. THERAPY JETS: 44. HEATERSIZE:G TYPE: SU�ylo � 45. WATER FEATURE: Z 1 �� C � 46. ACCESS APPROVAL: L' -S 47'r OTHER: ft. SUNRISE POOLS & SPAS SU I S E 1319 LAKE DRIVE CAssELBERRY,FL 32707 OOLS 407-262-9311 a.�.� A FAX: 407-262-9335 - SPAS WEB SITE: www.suNRisEpoompAs.com - 9 j NAME: ADDRESS: 32- f r 142aw to og c,7- CITY..' .7-CITY:. PHONE: HOME: b7- 22/6 J' OFFICE: v7-33-2-y7•L/ CELL: 7- &97- %OZ - - LEGAL DESCRIPTION'OF'PROPE - - SUBDMSIONr ..LOT BLOCK PLATBOOK E(S).. CUSTOMER'S DATE:' _ M ............ ...... ................................................ Start at 1319 LAKE..DR,..CASSELBERRY - go 0.1 mi _.. ........... „........................................... ........ Tur: is on SEMINOLA BLVD - go 1.7 mi MµN„ww V . Turn Q on US -17-92 - go 3.9 mi w_. _................... ..... _ Bear Q on RONALD REAGAN BLVD - go 3.3 mi Tum 0 on E LAKE MARY BLVD - go 0.11 mi' ✓V. „„„ M wN Turn Q on S SA W NFORD AVE - go 0.6 mi E Bear on BLACK STALLION WAY - go < 0.1 mi BLACK STALLION WAY becomes FRIESIAN WAY - go 0.3 mi FRIESIAN WAY becomes APPALOOSA CT - go 0.1 mi ........................ . .......................-...................... ............... Arrive at 328 APPALOOSA CT, SANFORD, on the S 2' Sheer Arc Waterfall +12" }0 0 . . . . . . . . . . . . *12 +12" ° 13 ft. 24 ft. 5' 6"Deep 3' Deep ° ft. -17 SCREEM ENCI OSORE COLOR: ROOF STYLE: ]iO M l:. DOORS: Z KICKPLATES: GUTTERS: 1 D SOLID ROOF: "- FOOTERS: FT. OTHER: QTY.' ALARMS: ' TILE FOOTAGE: q 6" X 6" ! FT. 2"X 6" FT. INSERTS:' ILL SUNRISE POOLS & SPAS S U I S E 1319 LAKE DRIVE CASSELBERRY, FL 32707 OOLS 407-262-9311 FAX: 407-262-9335 SPAS UVEB SITE: wwwsuNiusEpoocssrns.com NAME: LCGIi�G5' /"Pmi A ?.eru Z r ADDRESS: 32,,? •)UOSA c--- ---- =-- -- ----' PHONE: HOME: 116 9 � a/D (y OFFICE: 67-331-�%Tj'�� --CELL:,-��1%�%OZ isTla� - r- - LEGAL DESCRIPTION OF PROPE - SUBDIVISION: - ----- - --- LOT: /d BLOCK PLATBOOK (n2 PAGE(S). /Z CUSTOMER'S SIGNA E• DATE:: . DESKiNED"BY: _ 1.. POOL DESIGNe _.. �S ro _ 29: STUB OUI: -Tv% X. 2.. SIZE: 3X. Z Y X DEPTHS . -TO: - _ 3. TILE: COLOR: SS= � Z STEP TILE 4. DECKINGTYPE: 7�0-COLOR:._ mlrAl 34. SPRINKLER REMOVAL: a":::. SPRINKLER RERO NG: 5. POOL GALLONS: i 6. PUMP -SIZE:,- - - 7. FILTER TYPE:, �•- -FILTER SIZEO • 36. PLANT REMOVAL: 37. RESODDING: 'iv -- S. HANDRILL: -' 9. SWIMOUT: -''�/ 10. GRAB RAILS 38. DIRT REMOVAL: •T'r'r' ' 39. ADDITIONAL FILL DIRT: 11. UNDERWATER LIGHT: -� e. SIZE: 40. CLEAN-UP: 41. DECK -O -DRAIN: D FT 12. ELECTRICAL. 13. SLIDE TYPE& COLOR _ THERAPY JETS: . 44. HEATERSIZE: G ✓" TYPE: JU `!U 1 14. DIVING BOARD TYPE & COLOR: 45. WATER FEATURE: Z �/`�� 1 -,74 15. SKIMMER:y 16. RETURN INLETS:" - 17. MAIN DRAIN: !U 18. CHLORINATOR: r 19. TIME CLOCK: 20. FILTER LOC:D�� 21. TYPE INTERIOR FLUSH: t V fit. rL T 22. TEST KIT: 23. BRUSH & POLE:w • 24. UNDERWATER VAC: Zyve. 25. HOSE FOR VAC: 26 THERMOMETER• 27 START UP• S/Z% �-•' SUNRISE POOLS & SPAS S U I S E 1319 LAKE DRIVE CASSELBERRY, FL 32707 OOLS 407-262-9311 FAX: 407-262-9335 SPAS UVEB SITE: wwwsuNiusEpoocssrns.com NAME: LCGIi�G5' /"Pmi A ?.eru Z r ADDRESS: 32,,? •)UOSA c--- ---- =-- -- ----' PHONE: HOME: 116 9 � a/D (y OFFICE: 67-331-�%Tj'�� --CELL:,-��1%�%OZ isTla� - r- - LEGAL DESCRIPTION OF PROPE - SUBDIVISION: - ----- - --- LOT: /d BLOCK PLATBOOK (n2 PAGE(S). /Z CUSTOMER'S SIGNA E• DATE:: . DESKiNED"BY: _ 28. AUTO POOL CL. TYPE: _ _ 29: STUB OUI: -Tv% 30. FENCE REMOVAL: - 31. FENCE REINSTALLATION: 32. TREE REMOVAL: 33. STUMP REMOVAL: 34. SPRINKLER REMOVAL: a":::. SPRINKLER RERO NG: • 36. PLANT REMOVAL: 37. RESODDING: 'iv -- 38. DIRT REMOVAL: •T'r'r' ' 39. ADDITIONAL FILL DIRT: 40. CLEAN-UP: 41. DECK -O -DRAIN: D FT 42. SPA: 43. THERAPY JETS: . 44. HEATERSIZE: G ✓" TYPE: JU `!U 1 45. WATER FEATURE: Z �/`�� 1 -,74 46. ACCESS APPROVAL: C� • 47. OTHER: r SUNRISE POOLS & SPAS S U I S E 1319 LAKE DRIVE CASSELBERRY, FL 32707 OOLS 407-262-9311 FAX: 407-262-9335 SPAS UVEB SITE: wwwsuNiusEpoocssrns.com NAME: LCGIi�G5' /"Pmi A ?.eru Z r ADDRESS: 32,,? •)UOSA c--- ---- =-- -- ----' PHONE: HOME: 116 9 � a/D (y OFFICE: 67-331-�%Tj'�� --CELL:,-��1%�%OZ isTla� - r- - LEGAL DESCRIPTION OF PROPE - SUBDIVISION: - ----- - --- LOT: /d BLOCK PLATBOOK (n2 PAGE(S). /Z CUSTOMER'S SIGNA E• DATE:: . DESKiNED"BY: _ MAP _ ......_............... Start at 1319 LAKE DR, CASSELBERRY - go 0.1 mi _ .......................,........T....... ... ............ Tur: on SEMDVOLA BLVD go 1.7 mi ' w N m__ __ .,rum on US -17-92 _go 3.9 mi _ .. _ w .._...... . Bear on RONALD REAGAN BLVD- go 3.33 mi Tum 40on E LAKE MARY BLVD - go 0.1 mi .� _... - Tum loon S SANFORD AVE - go 0.6 mi Bear on BLACK STALLION WAY go < 0.1 mi M - BLACK STALLION WAY becomes FRIESIAN WAY - go 0.3 mi, FRIESIAN WAY becomes APPALOOSA CT - go 0.1 mi ............................ . ......................................-...._........................................... Arrive at 328 APPALOOSA CT, SANFORD, on the S R IC c E ROO 0 o 13 ft. Light Switch Sawcut 9 & Remove 54 Sq Slab 2' Sheer Arc Waterfall +12" ;o a ,- ; +s., 12.. t' +12^ ±6:: J3' Deep in U 5-6" O O p t L { 2 SIZE �_ X; X DEPTHS T0: COLOR: _ 3. TILE: COLOR: SS 2: '. STEP'TILE ' ROOF STYLE: 10 M l: _z_ 4. DECKING TYPE: _ �y e- Gu" COLOR $& h;p DOORS:j 5. POOL GALLOWS: ' l 3vrU' 6. PUMP $IZE � - - KICKpLATES: 7 FILTER TYPE:. / FILTER SIZEi. LLLC2jga GUTTERS: 8. HANDRILL-: 9. SWIMOUT: 10. GRAB RAILS: SOLIDROOF., 11. UNDERWATER LIGHTtily SIZE: S LENS KIT:' FOOTERS: - FT.1,2. ELECTRICAL�1J� 13.. SLIDE -TYPE -&COLOR OTHER:--�'_ 14. DIVING BOARD TYPE: & COLOR: 15. SKIMMER: y 16. RETURNINLETS: c3 GTY.' ALARMS: 17. MAIN DRAIN: :�'/U 18. CHLORINATOR:iu`� TILE FOOTAGE: q 19. TIME CLOCK: 20. FILTER LOC: 6" X'6" / FT. 21. TYPE INTERIOR FLUSH: U u. i -T Z sl /w '0141 L 2" X 6" FT. 22. TEST KIT. e, 23. BRUSH&POLE: lt/ INSERTS: " 24. UNDERWATER VAC: I've- 25. HOSE FOR VAC: 26. THERMOMETER: 6 27. START-UP: f 28. AUTO POOL CL. TYPE: _ - 29: STUB our- -;VvE% 30. FENCE REMOVAL: - 31. FENCE REINSTALLATION: 32. TREE REMOVAL: 33. STUMP REMOVAL: n_ 34. SPRINKLER REMOVAL: f7h►. SPRINKLER RERO NG: Gam' • 36. PLANT REMOVAL: 37. RESODDING: ^" �' 4" 38. DIRT REMOVAL: - YV 39. ADDITIONAL FILL DIRT: 40. CLEAN-UP:41. DECK -O -DRAIN: 2 FT. 42. SPA: 43. THERAPY JETS. 44. HEATERSIZE: A7CJ ® ✓" TYPE: ZSu 40 L__ 45. WATER FEATURE: 46. ACCESS APPROVAL: 41. OTHER: SUNRISE POOLS & SPAS ►S U4JRISE L RIVE CASSELBERRY, F 270 - OOLS 407-262-9311 FAX: 407-262-9335 - SPAS WEB SITE: wwwsuNmsEpootsspAs.com 1 l l ft. NAME V D S' F j�irii 7 rU:_Z ADDRESS: 3L3' AQE0IUo_P,0 _ CITY: PHONE: HOME: b�--� ��d � OFFICE:.07 CELL:-r%O Z i�Tlo� LEGAL DESCRIPTION` OF PROPE - - LOT ld ;BLOCK_ PLATBOOK - CUSTOMER'S,SIGNA Ff- D 6I1: = /7� - T�' p•Ji��I�S _:. Q& I-- - Nama;.Steven R. Fel ces 1319 Lake Drive Casselberry, FL 32707 Permit No.: NOTICE OF COMMENCEMENT MARMW P1IW*—, CLERK OF CIRWIT CIMT 5ENIPIElt.E CR w BK 05778 PG t ac�4 REUIRDED 06161_13i 1123:08 A RECORDINS FEES it>.t)o REUMED BY t holden STATE OF FLORIDA CERTIFIED COPY mARYANNE MOIIE COUNTY OF SEMINOLE CtERr. �F ;IRCUIT COURT SEM. a 1L U. C i 'Y, F' ORIDA THE UNDERSIGNED hereby gives notice that improvement will be made toad to and in accordance with Chapter 713, Florida Statutes, the following information is p? Uc ed- n this Notice of Commencement. PARCEL ID # I Z0Dow 1'290 ii i 7j 1. Description of Property: LOT 1.9-04 as recorded in Plat Bookih , Pages �7-G .Public Records of_L 061el COUNTY, FLORIDA. 2. General Description of Improvement: IN -GROUND SWIMMING POOL Q -7,71 3. Owner Information:0Ap b5 a-�amII-e-; �'.Kz_ 3 1Vi9ALCKaSA, CDtl.Q-T Interest in Property: FREE SIMPLE INTEREST Name of Fee Simple Titleholder: N/A 4. Contractor: SUNRISE POOLS & SPAS 1319 Lake Drive Casselberry, FL 32707 Phone: 407-262-9311 5. Surety: N/ A Phone: ' N/ A Fax: N/A Amount of Bond: N/A 6. Lender Phone: LICENSE # CPC037053 Fax: 407-262-9335 Fax: 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 Statutes: STEVEN R. FELICES,1319 Lake Drive, Casselberry, Florida 32707 Phone: 407-26279311 Fax: 407-262-9335 8. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NONE Phone: N/ A Fax: N/A 9. Expiration date of Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified). (Signature of Owner) G vS oo'5z— C /lam Z (Owner's Printed Name) . The foregoing instrument was acknowledged before me this 1- day of ;1 Li!'11L 200S who is personally known to who produced as identification and who did not take an oath. � r Steven FeNces NOTARY PUBLIC Nb Commission DD242104 „ Expires October 29. 2007