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HomeMy WebLinkAbout3423 Whippoorwill Ctr Permit # :ase Job Address: 34A3 �� Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: Zoning Value of Work: $� i'a"�� RECEIVED AUG 10 2005 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #:01) AD H/ S-JIQ /O► �DM %�oQn�,�io , �t (Attach Proof of Ownership & Legal Description) Owners Name & Address: tol al" (y AJ1 C%F(t9LY �ra('� _ Contractor NNaym�e & Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 641— Qi 177�/Y� Phone:/ /taState License Number: /` �/� _ q_ Contact Person: n.+t-1 Phone: VN -2 h/'� /3// 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 p�e�rmit is verification that l will notify the owner of the property of the requirements lori ten Law, FS 713. W Signature of OH er/Agent; Date Si r of Contractor/Agent Date 0-11 ICS Print O iter/Agent's ame Print C ntractor/Agent' Name D �' St aturzjf Notary -State of Florida Date Sign ure otary-State of Florida ate 1 N Kristy L Stanton / �.�er Kristy L Stanton ' / +� _* My Commisston DD131693 �// Owner/Agent is V Persdp X�'nt N048SM6l9r06, 2006 Contractor/Agent is _ Pers , ICNwXto ��ston DO 131693 _ Produced ID —Produced ID orn Expires JWX06, 2006 APPLICATION APPROVED BY: Bldg: ( Zoning: Utilities: FD: (Initial A Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: ClC� CITY OF SA.NFORD PERMIT APPLICATION rt c Permit #Date: Date: D O tos Job Address: W\\ hy PPC)c�C' Description of Work: .0Zj Historic District: Zoning: Value of Work: $ , Permit Type: Building Electrical V Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address:?YG C' P9A W , I C ra Y Contractor Name & Address: R (D T- (-� q 5-76 Phone & Fax: Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) I _ . ` I 1 n-1- t � S 7 � State License Number: C' O '3&' a - Contact Person: �(� Phone: Phone: Fax: Application is hereby made to obtain a pennit to do the work and installations as indicated. 1 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. 1 lei 0 ��S Signature of Owner/Agent Date Signature of Contract /Agent Date Print Owner/Agent's Name Print Contractor/Agent's)Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: -t) CZoning: (Initial & Date) Special Conditions: Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web.seminole county title?PARCEL=07203151200000200&c... 8/8/2005 ';2 T PN -T "A" DAvm JoNHsom CFA, ASA PROPERTY APPRAISER 2D 1( SEMNOLE COU NTT FL _. -- TRACT'"C', 1101 E.FYRiTST OE00- 1S &ANFORD, FL 32771-146B 46'6 407.665-7506 GO1111YMr4L.L RD 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 07-20-31-512-0000 Number of Buildings: 1 Parcel Id: 0200 Tax District: S1-SANFORD Depreciated Bldg Value: $137,653 Owner: GRACEY WILLIAM L Exemptions: 00- & NICHOLE HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $30,500 Address: 3423 WHIPPOORWILL CT Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $168,153 Property Address: 3423 WHIPPOORWILL CT SANFORD 32773 Assessed Value (SOH): $145,518 Subdivision Name: WHIPPOORWILL Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $120,518 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp 2004 VALUE SUMMARY WARRANTY DEED 082001 04163 0175 $155,000 Improved Tax Value(without SOH): $2,625 WARRANTY DEED 022001 04014 0178 $25,000 Vacant 2004 Tax Bill Amount: $2,383 WARRANTY DEED 08/1999 03707 1754 $294,500 Vacant Save Our Homes (SOH) $242 Savings: WARRANTY DEED 12/1997 03343 1158 $320,000 Vacant 2004 Taxable Value: $116,280 SPECIAL WARRANTY DEED 12/1992 02522 1923 $351,000 Vacant DOES NOT INCLUDE NON -AD VALOREM CERTIFICATE OF TITLE 11/1991 02356 1758 $311,200 Vacant ASSESSMENTS Find Comparable Sales within this Subdivision LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Method Frontage Depth Units Price Value LEG LOT 20 WHIPPOORWILL PB 40 PG 60 LOT 0 0 1.000 30,500.00 $30,500 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2001 8 1,912 2,526 1,912 CB/STUCCO $137,653 $140,462 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 160 Appendage I Sgft OPEN PORCH FINISHED / 34 Appendage / Sgft GARAGE FINISHED / 420 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. " * Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole county title?PARCEL=07203151200000200&c... 8/8/2005 '.SUN ISE POOLS \`Y PAS LIMITED POWER OF ATTORNEY DATE: ) p� I EFFECTIVE IMMEDIATELY AND UNTIL FURTHER NOTICE, THIS WILL STAND AS AUTHORIZATION FOR _COURIER TO SIGN PERMIT APPLICATIONS, LIEN LAW FORMS AND TO OBTAIN PERMITS FOR SAME IN MY NAME AND LICENSE FOR THE ADDRESS SPECIFIED BELOW: V R. FELICES PRESIDENT/#CPC037053 STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me this -_ day of 2005 by Steven R. Felices. He is personally known to me and did not t e an oath. KnSty L Stanton My Comrn`=,s+on DD131693 l � Expires 06, 2�6 Jub �aww LIMITED POWER OF ATTORNEY I hereby name and appoint -Tawr FX' I of Sunrise Pools p to be my lawful attorney in fact to act forme and apply to l�'�'t txC C14VY 61 for an electrical permit for work to be performed at a residence at a location described as: Section 01 Township 20 Range Lot dO Block Subdivision 3423 k - (Owner of property and Address) And to sign my name and do all things necessary to this appointment. Brian Keith Miller EC -13001686 Printed name of active Certificate Holder (Master Electrician) State Registration or Certificate Number 1� 0 Signature of license holder The foregoing instrument was acknowledged before me this 15"' day of Jul , 2005 by Brian Miller who is personally known to me and who did not take oath. State of Florida Coun��- lusia Notary Public, State of FTiTrida ,,o Diane T Sawyer y, My Commission DD143236 iia �d Expires August 18, 2006 t r -z SUN ISE_ DOLS 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 1��j �)h; yLOM 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) 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. NTRACTCiR;S- 1Z NATURE & DATE CONTRACTOR'S NAME (PLEAS PRINT) (A � V zl-/� � � OWNER'S SI ATURE & DAOVr U I Lu`ox w, l— G rec OWNER'S NAME (PLEASE PRINTY T__ �/oTE _ TSE _'tAB �=GEt�9TiuN A.✓D LOT G.e90i�(/G O� ro r 2.j .yICE>5' 4R EX c EEO s Er 4✓lP�ME/vT5 A5 Gur4///ED /N .SR/v�pAri ;lTy. CGDE S& /e?W 6.7. BOUNDARY SURVEY FOR: wa terford 1jua11 ty HCm es 1 RIWT-OF-WAY DESCRIPTION: LOT 20, WHIPPOORWILL. ACCORDING TO THE PL. -'T THEREOF AS RECORDED IN PLAT BOOK 40, PAGE 60 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. RESIDENCE W Z CONCRETE S• A.C. A . A.C. - AIR CONDITIONER � O L.S. LICENSED SURVEYOR 25 CURVE DATA r a 'W CURVE DELTA ANGLE RADIUS ARC TANGENT p IQ 1 Ns 1 t C 3 74'58' 36" 50. 00' 65. 43' 319. 35' y 1 W < V 110 . O I i -vA0 \� �N' ~W �- 0 �1 ^ mn 20' o Nal�: 21 �, .' d 0 ii A4 0 act U P. R. C. 1< ii a I W a E LEGE14D L. 59) 1- I' � -- I < 4 y�.a'� y5.1 N 89.42' Ogg -..F1 1 1.01' N- TC ) I sq 3 Q 1I W REC DENOTES RECOVERED C.M. CONCRETE MONUMENT I .. --�- 5' DRAINAGE dc'U71L1 YEA Eji T Z I.P. IRON PIPE I. R. IRON ROD (� R. P. �_____--_-_` (L.5.2239) I h 1 1 1=r I N.C. NAIL AND CAP Z Z I \ A/W CENTERL I'IE 1 RIWT-OF-WAY P . POINT OF CURVATURE C . CONCRETE BLOCK w F. FRAME ,�4i RES. RESIDENCE W Z CONCRETE S• A.C. A . A.C. - AIR CONDITIONER � O L.S. LICENSED SURVEYOR 25 L.B. LICENSED BUSINESS r ' t THIS PROPERTY LIES IN FLOOD ZONE(S) X PER F.E.Y.A. FL(X)D INSURANCE RATE YAP, COMNAaTY-PANEL NUMBER(S) 120294 0043 E DATED APRIL 17,1995 2. TITLE DATA t1AS NOT BEEN FURNISHED TO THE SURVEYOR. 3. UNDERGROUNL• WROVEYENTS HAVE NOT BEEN LOCATED. 4. NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL. 5. THIS PROPERTY LIES N SECTIONS) - TOwNSwP 20 SOUTH. RANGE 31 EAST. ,.5WAGOERTY LAND SURVEY 4906 C . L. a. 4906 1450 KAS TNER .PLACE. SUITE 100 P.O. SOX 233884 22 ZZ (407)322-4DDOJODFCAXA/+v7)J22 861► v f . A. W to \ Q a ------------ 19 -- --__19 S/. 33 ` 1 ,�4i ► � `� 2 W W Z "'j � ► 2 8 � Q( � O 25 r Jx ar 3.47' p IQ 1 Ns 1 t y CO^Ar- V v f . A. W to \ Q a ------------ 19 -- --__19 S/. 33 ` t1, eo..c A.c. , a' PAO -----------�- --� 5' JRAINAGE E UTILITY EASEMENT 5�. 8914-21 00" E 12x5' b ' E1:.1 r►,R. E - (L T20wHIP) . s E 0 c L CH D CHORD AWING 3 66(J) S 25 0" W 4 0 z< J OC tL Z W W a u� U o c� O Z ap m a� La ® ® W O V1 i < m Z W to hcc IX to L � m V SCALE: I --30 DA rE OF: BOUNDARY:/ -22-0I FOUND.: 3-M-0/ FIN4L:G-28-01 PLOT PLAN:1-22-01_ .ST.1z.KE i►LiI✓s'n 2-/7-0/ /�.P.>✓1BOA.eO 54,P.RY6'Y ' CERTJFED CORRECT TO: WILL/AM *AAD NICOLE GR/+C6Y OARAMOUN'r Fih'AL'C/A L, /IVC. / /TS SoCC - MSSO.C$ SOU 7.7 72.f.= !!F' CZ✓ 17ZAI- 14., /IJC. 576WAA•.: CJA12.4NTy I HERCBY CE^TIFY THAT T:'Ic JURVEY SHO*N HEREON MAS MADE /N ACCORDANCE TO THE � MIN/YIAw TECHNICAL STANDAODS- FOR O LAND SULYEYIN6 IN THE STATE OF FLORIDA CH.472.027 AA.Q CH.6lui.'-6. t _ . Z DATE: REGISTERED LAND SI#II'YE)'ISR.NO..T764 1 y 11 W 1 0 1 t . O I i -vA0 \� ^ 1W Ii o0 U 1< I Z t1, eo..c A.c. , a' PAO -----------�- --� 5' JRAINAGE E UTILITY EASEMENT 5�. 8914-21 00" E 12x5' b ' E1:.1 r►,R. E - (L T20wHIP) . s E 0 c L CH D CHORD AWING 3 66(J) S 25 0" W 4 0 z< J OC tL Z W W a u� U o c� O Z ap m a� La ® ® W O V1 i < m Z W to hcc IX to L � m V SCALE: I --30 DA rE OF: BOUNDARY:/ -22-0I FOUND.: 3-M-0/ FIN4L:G-28-01 PLOT PLAN:1-22-01_ .ST.1z.KE i►LiI✓s'n 2-/7-0/ /�.P.>✓1BOA.eO 54,P.RY6'Y ' CERTJFED CORRECT TO: WILL/AM *AAD NICOLE GR/+C6Y OARAMOUN'r Fih'AL'C/A L, /IVC. / /TS SoCC - MSSO.C$ SOU 7.7 72.f.= !!F' CZ✓ 17ZAI- 14., /IJC. 576WAA•.: CJA12.4NTy I HERCBY CE^TIFY THAT T:'Ic JURVEY SHO*N HEREON MAS MADE /N ACCORDANCE TO THE � MIN/YIAw TECHNICAL STANDAODS- FOR O LAND SULYEYIN6 IN THE STATE OF FLORIDA CH.472.027 AA.Q CH.6lui.'-6. t _ . Z DATE: REGISTERED LAND SI#II'YE)'ISR.NO..T764 Adjustment Screw VA -2®®0 Safety Vacuum Release System (SVRS) -4--- Vent Screen .4 Lockout/ Release Mechanism -4— Surge Suppressor N105 SEMINOL.E COUNTY PLANS FX.AMINFR '4 -- Check Valve MASTER FI L SEMINOLE COU( MANUFACTURED BY VAC -ALERT'S INDUSTRIES,LLC 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-Alertof Florida. Tel; (561) 746-3334 Fax: (561) 746:,80 Post Office Box 1309, Jupiter, FL 33468-11, d, � YAC-ALERTT" SAFETY VACUUM RELEASE SYSTEM (SVRS) PLUMBING AND INSTALLATION DIAGRAMS ' Figure ® One (1) Pump One (1) Main Drain Line PUMP D 9 -WAY VALVES ISOLATSUCTION ION \' �-- PLUMBING VALVES (TYP.) or i LOCATE SVRS HE V LOCATE TEST VALVE HERE (OPTIONAL) SKIMMER VACUUM UNE PORT LINE MAIN DRAIN(S) SUCTION UNE FlgUre ® Multiple Pumps Multiple Main Drain Lines POOL PUMP D r'( 1F--] 3 -WAY VALVES (TYP.) _or ISOLATION VALVES (TYP.) LOCATE SVRS HERE .��0_ V LOCATETEST VALVE HERE (OPTIONAL) MAIN DRAIN(S) SUCTION UNE SUCTION PLUMBING SKIMMER VACUUM LINE PORT LINE Figure ® One (1) Pump Two (2) Main Drain Lines PUMP D 3 -WAY VALVES -or- ` SUCTION ISOLATION VALVES (TYP.) \V` �— PLUMBING LOCATE SVRS HERE V VELOCITY - FEET PER SECOND VAC -ALERT^' 3 -WAY VALVE IL SKIMMER IL VACUUM \ LINE PORT UNE 4 LOCATETEST VALVES HERE (OPTIONAL) MAIN DRAIN(S) SUCTION LINES SPA PUMP D SUCTION PLUMBING LOCATE VELOCITY - FEET PER SECOND VAC -ALERT^' 6F°' SVRS HERE e'�• �� V 10f°S LOCATETEST 16 GPM VALVE HERE 21 GPM (OPTIONAL) 26 GPM '.)t OPTIONAL 43 GPM SPA 56 GPM SKIMMER 2' LINE MAIN DRAIN(S) 1 82 GPM SUCTION LINE I 103 GPM FLOW THRU SCHEDULE 40 PVC PIPE VELOCITY - FEET PER SECOND PIPE SIZE 6F°' 7'T° e'�• 9�' 10f°S 1" 16 GPM 18 GPM 21 GPM 23 GPM 26 GPM 1.5" 37 GPM 43 GPM 50 GPM 56 GPM 62 GPM 2' 62 GPM 1 72 GPM 1 82 GPM I A2 GPM I 103 GPM 2.5" 88 GPM 102 GPM 117 GPM 131 GPM 146 GPM 3' 136 GPM 159 GPM 181 GPM 203 GPM 227 GPM A: Always Locate The Vac -Alert rm SVRS On The Main Drain Suction Line. SVRS Unit Must Be Mounted In The Vertical Position. B: Do Not Use 2 -Way Or 3 -Way Valves As Test Valves. Use A Fast -Acting, Full -Flow, Full -Port, Ball Valve Or Butterfly Valve As A Test Valve. A Test Valve Is An Optional Alternative To A Pole -Mounted Test Mat. Each Vac -Alert rm SVRS Unit Must Be Tested Three (3) Times To Insure Proper Adjustment And Operation. C: For Multiple Pump Systems, One (1) Vac-AlertTm SVRS Unit Is Required For Each Pump Plumbed To A Dedicated Main Drain Suction Line. D: The Vac-AlertTm 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-AlerlTm For Further Instruction. E: Do No Install A Check Valve Or Hydro- static Valve In A Main Drain (S) Suction Line Protected By A Vac-AlertTM SVRS. F: A Vac-AlertTM SVRS Unit May Also Be Used In A Vacuum Port Line To Protect Against Body Or Limb Entrapment. FEATURE PUMP D {_ SUCTION PLUMBING LOCATE VAC -ALERT"' SVRS HERE V LOCATE TEST VALVE HERE (OPTIONAL) ---�. OPTIONAL FEATURE SKIMMER LINE MAIN DRAIN(S) SUCTION LINE I� INOLE COUNTY 05004 il,.".STER PLAN Vac-Ale'dT"--of--F1 od - www.vac-alert.com Tel: (561) 746-3334 -Fax: (561) 746-9P30 Post Of(ir.P Rnx tiny ,Ilinllpr r-1 13JArtn 4nnn 0 VAC -ALERT MODEL VA -2000L (Lift) " The Vac=alertTM Model VA -2000L is a Safety Vacuum Release System (SVRS) designed for suction lift applications. Suction lits 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 ]itis 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 (lie surge chamber to be internally recharged when the circulating pump is turned off. 0 VAGALERT 1VMODEL VA 2000S (Submersed The Vac-alertTM Model VA -2000S is a Safety Vacuwn 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 -20005 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 S,CC# 05004 May 1, 2003 M S. 31'1" i N 1' I 76 ft 3 g co 3' ` aft 32' 26. THERMOMETER: 27. START-UP: 28. AUTO POOL Cl. l 29. STUB OUT: 30. FENCE REMOVAL: 31. FENCE REINSTALLATI 32. TREE REMOVAL- 33. STUMP REMOVAL: 34. SPRINKLER'REMO SPRINKLER 36. PLANT'REMOVAL: 37. RESODDING:� 38. DIRT`REMOVAL: '_ �"pp5� -39. ADDMONAL'FILL-DIRT: 40. CLEAN-UP-. y(_.- 41. DECK -O -DRAIN: FT. 42. SPA: 43. THERAPY JETS: "..HEATER.SIZE: ' TYPE: L P 45. WATER FEATURE: 46. ACCESS APP VAL: 47..OTHER: % f'GitJ o�-,yrj�Q _ Tll SUNRISE POOLS, & SPAS �t 1319 LAKE DRIvE -' - -- . CASSELBERn, FL 32707 LS -Bt - SPAS WEB SITE: WWW suN=sEpooL%pAs.com =h : coo f ol, i AGi r f�-•-1_ �►bDRESS '= 3t% 3 ---l4ti s PHONE HOMET f I ; CEL z88-3�d-� LEGALIDESCRIPTION OF PROPERTY - :vim a -BLOCK. -=. #� T f S.S LADDER (3 STEP) CROSS -BRACED TYPE MAX. 29" MI - 2"X6" BULLNOSE CER. TiLE STEEL REBAR MARCITEIGHT COLOR) OR STEEL REINFORCE OTHER APPROVED FINISH/3 BARS 12" O.C.E.W. CONCRETE 2" EOUIL. UNE W/ VALVE (OPTiONAL)3"-6" CIE Aj 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 a" MIN. �4" DECK O W ixZ a/3 BARS 12" O.C,E.W, ` ANCH ATE Of , / MIN W.. UNE --RETURN UNE /3 BARS POOL WALL IS 6' 12" O.C.E.W. THICK (TYPICAL) SECTION THROUGH MAIN DRAIN BEAM WITH FIXTURES NOT TO SCALE NOT TO SCALE. ALTERNATIVE`S VENT COVER SEE NOTE •1 NOTE: DECK _ECFV, MAY 'VARY PLUS � LADDER DETAIL NOT TO SCALE /3 REBAR 12' O/C/E/W DRAINS 2" AUTO RELIEF VALVE 1 1/2" PERFORA O PIP GRAVEL INE AMCIF X901190 MWIN HAW AV rESIM Br AM MODI MarMI MSMV LA6t7IMMY AAD MAK BM REBELLED AID ACaPILO FW LISAWG BY 1W PRODUCT fiMARTf camt RY Cr /APYD KWARCM AAD TESl1M".. AC iW F000X MMG.Ci11GTOOIIS ALSO APR r. - OAF IDX CESMS AEIIDYAI SYSIEY M 6E NSTALEO N ACCOVAMT WIM IGM/'ACAMT RECLM WMIM KK. - aWM4CIW TO NSTAU Maw aw a4mv SYSTEIM N ACCOVA CE WIN IBC SECIXW 424.7.&&1. - ML AFM ro BE SO4ME 40 PIC 6fAW MST AFA OVAL LMESS OWftISF AOIM - rW now MN LCErs OK REa4WIQMrs Or Or AM9/ASW A112.1R9h1981 AAO WM COWIIS WEr OE REObeC5101S OF AAW/ASW A112.1Adf ISN7 nw AMB -RAR AAO AEDY ENMRIENE - ORS OVARVIC IO AFRDWMr COVIRACrWIS VrCnrAMW WAOC OV ;U Fal ACUDS AAD YA1EtUS Or CONS UCIXK AM /0 OXIM CWT EAGMEM & SCA W SPECF CAWV OwAL/MG OV fU WON Od AIEORC OLPARA"r. 32" POOL WALL 6• MIN. BALL ADAPTOR FALL RETAINERME `t• BALL EYEBALL WA -INLET NOT TO SCALE TRANSFORMER .•-o" R O 1f . O,C.E.W. waroRONa p REBAR a Ir TO IT ocPTN. /7 ROM 6- e- 0.6.E.w. OVER SECTION THROUGH LIGHT NOT 70 SCALE VENT COVER SEE NOTE •tre OR.V 2- tq• ELBOWS SLOagAp1. �� Aro PENT LINE LOCATION MAY VARY, iNypL rw DRAM x C naae i ATMOSPHERIC VENT PPE LENGTH WHOM - 16* M OEPMMAY TIC NTERYC11a1i w/ 16 aAIxZ ALL BAR LAPS AT 40 DIA WK WALL SECTION AT SKIMMER NOT TO SCALE AROUNDAANPLACE 12" BETWEEN C E N,EN CENTERS YAXOIUY"la' /8•YAX MDX SPA TYPICAL (DTC) NOT TO SCALE 6•MIN 4• DECK /3 BARS 12" O.C.E. W. /3 BARS 1 NOT TO SCALE VARY. 0'. 18'uAX MOX POOL TYPICAL (DTC) NOT TO SCALE LUXAM, - IiESE PLANS HAVE BEEN DEVELOPED OVER AN EXTENDED PERIOD OF TIME. THEY HAVE BEEN ENGINEERED TO CONSIDER MATERIALS, CRAFTSMANSHIP AND DEVIATIONS THEREOF. BCE,INC 1A5 OBSERVED FAILURES DUE TO IMPROPER WORKMANSHIP AND DEVIATIONS IN MATERIALS. BGE ATTEMPTS TO ACCOUNT FOR THESE vAR1A710N5 M THE DESIGNS NO 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 OFTHE 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 it ON .THIS PAGE. WHEN MTE SIGNS NO SEALS THESE PLANS, WE EXPECT THE BUILDING DEPARTMENTS WILL INSPECT THE FINISHED 2' O.C.E. W. NOTE: SDEECK ELEV. __S� ALTERNATE BEAM I NOT TO SCALE 6" MIN. 2-/3 BARS i r ., 4" DECK 1 ,*COTES: - 200,5 I. CONCRETE SHALL BE PNEUMATICALLY PLACED, GRADE A. 2500 PSI AT 28 DAYS OR SHALL BE MACHINE MIXED, GRADE A. 2500 PSI AT 28 DAYS. w 2. REINFORCING 9ARS SHALL CONFORM TO ASTM Ai5-58T AND A305 -58L 3. POOL AREA SHALL BE FENCED PER FLORIDA BUILDING CODE. 4. POURED CONCRETE SHELLS SHOULD BE WETTED DAILY DURING THE INITIAL 7 DAYS OF CURING IN ORDER TO MINIMIZE THE POTENTIAL FOR HYDRATION CRACKS. z 5. 00 NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY, m 6. IF USING 12V LIGHTS, DO NOT TURN LIGHTS UNTIL THE. JUNCTION BOX HAS BEEN iK MOUNTED ABOVE GRADE BEYOND THE DECK. AND INSTALLED TO MEET BUILDING CODES. IF itOV LIGHT IS USED, A C.F.I. OUTLET OR TRANSFORMER TO STEP THE VOLTAGE DOWN TO 12V MUST BE USED, n 7. SUITABILITY OF THE SUBCRAOE SOILS FOR PROVIDING PROPER SUPPORT TO THE � o' POOL SHELL AND ADJOINING DECK SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. W n 8. SOIL MUST BE COMPACTED IN 12' LAYERS BETWEEN POOL SHELL AND EXCAVATION � p to LINE FOR POOL SHELL. C) n 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 = $f � v GREATER THAN 130 FEET, USE NUMBER 4 REBAR IN THE BOND BEAMS. •• N r, 10. THE KEBABS IN THE BOND BEAM MUST HAVE A MINIMUM OF 3 INCHES Of COVER k' W a cry 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 p (r p a THE POOL SHELL. < w � o iE 12. A SONO BEAM WHICH IS AN INTEGRAL PART OF THE POOL SHELL, SHOULD BE le I � J W O CONSTRUCTED WITH ALL CONCRETE SHELL POOLS. TWO CONTINUOUS REINFORCING = O < � STEEL BARS SHALL 8E PLACED IN THE BOND BEAM ALL THE WAY AROUND THE POOL. � p _j a 13. A MINIMUM WALL THICKNESS OF 6 INCHES IS REQUIRED FOR ALL CONCRETE � (M� � WALL SHELLS tW M w ctt 14. SOME SPECIAL VARIATIONS IN BASIC POOL REQUIREMENTS MAY BE ALLOWED; HOWEVER, A SIGNED LETTER FROM THE ENGINEER WILL 8E NECESSARY. j i N 15. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. Z Q 16. IF THE SEASONAL HIGH WATER TABLE IS AT OR ABOVE THE BOTTOM H p U ELEVATION OF THE POOL SHELL, AN 8' MIN. GRAVEL BED WITH A 2" OR 1-1/2" yl U PIPE PLUMBED TO THE SURFACE SHOULD BE INSTALLED BELOW THE DEEP ENO. 7S _j THIS SYSTEM WILL ALLOW FOR ARTIFICIAL LOWERING AT THE GROUND WATER 66 p 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 F THE POOL EDGE AND GUNITINC THE DECK AND TOP SHELL IN ONE OPERATION vJ Will BE ACCEPTABLE PROVIDING THERE IS NO STRUCTURAL. LOADING ON THE � SHELL AREA. rn. 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 Z to THE REAR FACE OF THE SKIMMER. NO REBAR IS REQUIRED TO CO BENEATH THE SKIMMER IN THE CUNITE. Z 19. HARD WIRED ALARMS OR CHILD FENCING IS REQUIRED ON ALL POOLS. N 20. WHEN USING CHILD FENCING, REFER i0 SITE PLAN FOR DETAILS. w 21. (2) MAIN DRAINS, MIN. 3' APART W/VACUUM BREAKER ARE REQUIRED TO MEET Z Q3 O 4 CURRENT REQUIREMENTS. 22. PROTECT THE OPEN ENO OF THE VENT HATH AN INSECT-SCREEN(3/8" OPENINGS) Z � 6 o+ SECURE THE INSECT SCREEN WITH A STAINLESS STEEL CLAMP AND PAINT ALL L+I X u` n EXPOSED PVC PIPING WITH AN UV -INHIBITOR PAINT OR PRE -FAB AIR INTAKE SYSTEM. - U = O ! 23. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION. Z � IN EASEMENTS OR REQUIRED SETBACK AREAS -POOL CONTRACTOR AND/OR OWNER SHALL VERIFY .LAYOUT -AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. -= = 24 `VAC -ALERT SAFETY VACUUM, RELEASE SYSTEM, MODEL VA -2000. THIS PRODUCT. HAS � y CERTIFIED- BY -THE APPLIED RESEARCH LABORATORIES OF MIAMI, FLORIDA AND MEETS' m tl7 i THE PERFORMANCE LEVELS SET BY THE (IAPMO) ACCORDING TO THE FLORIDA BUILDING � i 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 OUR ( ALTERNATE BEAM II NOT TO SCALE 8"MIN sEcanoARr SUCTION AND W ELtloln� vEnr Curt LOCATION MAY )2" YaYUYr16• YAXiI11Wr3 UNE 4" DECK ANTI ENTRAPMENT COVER TMP. (COVER MUST COMPLY WITH //3 BARS �l POOL WALL IS 6" THICK (TYPICAL) 12" O.C.E. W. ALTERNATE BEAM III NOT TO SCALE EQUIVALENT LENGTH OF STRAIGHT PIPE FOR VARIOUS PVC FITTINGS PIPE 9ZE 1-I/2" 2- 90' ELBOW 3'-6• S'-0 45 ELBOW 2'-0 2-5 PRODUCT TO ASSURE THAT THE STRUCTURE CONFORMS TO THE APPROVED PLANS. S ruaar DISTANCE TO vpr - 2 LENGTH OF ATMOSPHERIC VENT P1(„PINYROYUY 18•-0•, YAwtAUII ao•-a- t CDlegatlDN t•-0' - a0' ELBOWS 2"Iq-1/2• T LENGTH OF ATMOSPHERIC VENT PIPING rA1mAA1I aSTAretE ro V01T VENT COYER SEE NOTE 22 MINIMUM 18'-0", MA)OIRIY JO' -0• T OONKttge 1'-d 1-1/2" VENT -t/2• AN PIPE 2" SUCTION PIPE - St0• ELBOWS 2"X1-1/2" �T TO AIYQSPBgEHEEa�D BY p�STATION �OtiBfeS 2-SUCTId1 PIPE BU40Ut' MICRO BIOLOGICAL CON AYWATI�I. LABEL VENT: •POOL SAFETY DEVICE NOT HANDLE" VENT COVER SEE NOTE 24 VENT TwO�LATNYpOSPFIEgE Mi A YgMyglER giHAi rNES PUMP a�alp-UP OR r�CAI C�0l1TTIWIN�ATION. � (N.T.S.) LABEL VENT: -Pool SAFETY DEVICE NOT HANDLE' THE ACTUAL SUCTION ENTRAPMENT ATMOSPHERIC VENT APPROVED SHAMMING POOL. SPA AND WADING WAS ACCOMPLISHED. THE MAXIMUM VACUUM WITH ONE SUMP POOL DUAL MAIN DRAIN ATMOSPHERIC VENT PLUGGED AND A BQDY ENTRAPMENT ON THE OTHER SUMP ARRANGEMENT COMPLI ANT HATH 424.2.6.6 OF NEVER EXCEED 4.5 OF MERCURY. IN THAN TH THE ENTRAPMENT RELEASED THE FLORIDA BUILDING CODE. SWIMOUT (D7L) -,RETURN LINE BARS �i• .w POOL LLlcaj 1,6jTHICK 1THICK(rYP• . v �H • W �g APPROVAL AND RECOMMENDATION i0 HAVE THIS AS AN ALTERNATIVE TO THE �$$ DUAL MAIN DRAINS AS SHOWN ON OUR STANDARD MASTER POOL PLAN. THIS MAY;, ', $ ANSI/ ASME A112.19.8 M) .2.5",OR3" PVC ,�•2' TO a" MAIN TO PUMP NT UNE -1/2" VENT PIPE a� MASTER FILED .yaw o s X005 SFMINOLE COUNTY - � H- . � e SEMtNOLE COUNTY USED IN LACE OF VENT LINE: _, ALTERNATIVE (SEE NOTE 24) •L onorttt M OPEN 010 d< le[ varr wne AN «sccr-souoN(s/e- a'WIM stalxt THE reRtt sada wd A STAINLESS SIRL 0.AeV AND PANT ALL eWw:zo PVC vreue WIN AN w -«.arae v.ur OR wa-r.e .w NTra mm. ANTI ENTRAPMENT COVER TYP;(COVER MUST COMPLY WITH ANSI/ASME A112.19.9 M) .. ALTERNATIVE au'nON INLET SYSTEM, - MAY INCLUDE 1. ON THE BOTTOM ANO Or ON THE VERs w OR ONE EACH ON Two (Z) SEP�iA ATE ALTERNATIVE ' VERTICAL WALL PLANS EXAMINER, 'Ions, notes, apeeifteotions, details, and ail other information depleted on this sheet and oil attached sheets hove been prepared to meet Florida Building Code 2001 standards for Orange, Seminole, Osceola, POCK, do Lake Counties of Central Florida. It is the responsibitityto verify with tocol, county, city, and stole code nforeement agencies, eampliorles with binding codes and ordinances for the area of construction. This must be done prior to the use of this document or any otlaehad documents for any purpose. - YAN C ENGINEERING. hereby reserves its common low copyrights and other copyrights in these plans, ideas, and designs These ideas, designs and plana are not to be copied or changed in any .manner or Corm whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission BRYAN C ENGINEERING. v �H • ANSI/ ASME A112.19.8 M) .2.5",OR3" PVC ,�•2' TO a" MAIN TO PUMP NT UNE -1/2" VENT PIPE a� MASTER FILED .yaw o s X005 SFMINOLE COUNTY - � H- . � e SEMtNOLE COUNTY USED IN LACE OF VENT LINE: _, ALTERNATIVE (SEE NOTE 24) •L onorttt M OPEN 010 d< le[ varr wne AN «sccr-souoN(s/e- a'WIM stalxt THE reRtt sada wd A STAINLESS SIRL 0.AeV AND PANT ALL eWw:zo PVC vreue WIN AN w -«.arae v.ur OR wa-r.e .w NTra mm. ANTI ENTRAPMENT COVER TYP;(COVER MUST COMPLY WITH ANSI/ASME A112.19.9 M) .. ALTERNATIVE au'nON INLET SYSTEM, - MAY INCLUDE 1. ON THE BOTTOM ANO Or ON THE VERs w OR ONE EACH ON Two (Z) SEP�iA ATE ALTERNATIVE ' VERTICAL WALL PLANS EXAMINER, 'Ions, notes, apeeifteotions, details, and ail other information depleted on this sheet and oil attached sheets hove been prepared to meet Florida Building Code 2001 standards for Orange, Seminole, Osceola, POCK, do Lake Counties of Central Florida. It is the responsibitityto verify with tocol, county, city, and stole code nforeement agencies, eampliorles with binding codes and ordinances for the area of construction. This must be done prior to the use of this document or any otlaehad documents for any purpose. - YAN C ENGINEERING. hereby reserves its common low copyrights and other copyrights in these plans, ideas, and designs These ideas, designs and plana are not to be copied or changed in any .manner or Corm whatsoever, nor are they to be assigned to any third party without first obtaining the express written permission BRYAN C ENGINEERING. v �H W �g flnw,r+ nw%Ir- nc' P.S.F.^FIL-v ---- SEMINOLE COUNTY TYPICAL PERIMETER F00 ING ATE SLOPE F 4 05004 CONIC. OVERS MASTER PLAN 12, 2-1/2 " MIN. COVER ©OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING P.S.F. FILL REViEV�ED JAN 0 0 �95 SEMINOLE PLANS D 2000 4" CONC. SLAB W/ 6X6 10-10 W.W.M. 2'-0" MIN OR FIBER MESH. 'COMPACTED 2000 P.S.F. FILL FLAT SLOPE / NO FOOTING NO ) 00)ING REOUIR£D EXCEPT WHEN ADDRESSING EROSI0V UNIX THE SLAB INDW IN THE DIREC770V OF THE PRIMARY POOL ENaOSURE EXCEEDS J2 FT. THEN A TYPE A FOOT)NC IS REOUIR£a SLABS SHALL BE A MINIMUM OF J-111'(4' NOMINAL) Na. THE FOLLOMING COA0171ONS ALSO APPLY - THE SLAB / FOUNDAnav SHALL BE aEARED Or D£BR1$ R0015 AND COMPACTED PRIOR TO PLACEMENT OF CO CRETE - MONOL17HIC SLABS AND FOOnNO SHALL BE MMWM 2,500 PSI CONCRETE METH 6X6. 10X10 MELDED MIRE MM OR FIBER MM MAY BE USED IN LIEU Ole MESH. - IF LOCAL BUILDING CODES REOUIRE A MINIMUM F0011NG USE TMP£ A FOOnNC OR F007ING SECnOIvS REOURED BY LOCAL CODE LOCAL CODE GOVERNS - THE FOUNOAnav VOWV ARE BASE Ov A ,lM&M SOIL BEARING PRESSURE OF 2000 PSF. BEARING CAPACITY OF SOIL SHALL BE WR00, PRIOR TO PLACING THE SLAB BY FlaD SOIL TEST OR A SOIL TESnNG LAa - ALL REBAR TO HAVE J' MIN, COVER. FTG w/ (2) A — n REBAR TMP. BENT BAR w/ 25' LAP E.W. TYP OF 2 CORNER BAR DETAIL OUNT`! AINER CONC. PAVERS 2 #5s CONT. s' 2-1/2" MIN. COVER COMPACTED P.S.F. FILL © TYPICAL PERIMETER FOOTING MODERATE SLOPE FOOTING CONC. PAVERS iviAS i R FI LEr SE1MINO E COUNT'S TG w/ (1) ri -- s' CONC. — 15 REBAR TYP. BENT BAR w/ 23' LAP E.W. TYP OF 2 CORNER BAR DETAIL COMPACTED 2000 P.S.F. FILL O OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. COMPACTED 2000 P.S.F. FILL OOPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. 1 #Ss CONT. COMPACTED 2000 P.S.F. FILL O TYPICAL PERIMETER FOOTING MODERATE SLOPE FOOTING 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. 2 #5s CONT. 2-1/2" MIN. COVER 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 CON T. \ 3" MIN. COVER COMPACTED 2000 P.S.F. FILL O OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING tons, notes, specifications, details, and all other information depicted on this sheet and all attached sheets have been prepared to meet Florida Budding Code 2001 standards for Orange. Seminole, Osceola, POLK, 3 Lake Counties of Central Florida. It is the responsibitityto verify with local, county, city, and stale code nforcement agencies, compliance with building codes and ordinances for the area of construction. This must be done prior to the use of this document or ony oltached documents for ony purpose. RYAN C ENGINEERING. hereby reserves its common law 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 first obtaining the express written permission !am BRYAN C ENGINEERING. 2005 d N R a Residential Swimming Pool Contract ,SU ISE ' DOLS a...d SPAS o c SUNRISE POOLS & SPAS 1319 LAKE DRIVE • CASSELDERRY, FL 32707 (407) 262-9311 I. PARTIES: Agreement between Sunrise Pools 6 Spas, hereinafter called the Contractor and hereinafter called the Owner. 2. AGREEME - e Contra or s t build one resid2 swimming pool for the owner on thep�emises�CS nbed fobs Address: [/ / e L.7� Legal: 3. PRICES AND TERMS: (a) The total contract p ''ce is $ payab a as follows: (1) 3510 (ten percent, 10%, at the time of signing of this co tract epoch; (2) til (thirty percent, 3046, upon setting of the steel frame in floor 8 walls); (thirty five percent, 35% upon placing the concrete on floor and walls tf�completion of trowled finish coat); (4) _72 __ (twenty percent, 20%, upon pouring concrete deck, and; (5) (five percent, 5%) or balance of contract price, prior to initial chlorination of the pool but, in any event, prior to the utilization of the pool by the Owner. Extras 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 (1f2) 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 floor of the pool to the top of the water line tile. Any additional soil needed for decking or normal grading in excess of what is dug from the pool, is at home owners expense. If a diving board or slide is installed there is no liability assumed for injuries as a consequence of use or misuse of the diving board or slide. If a diving board or slide is installed later there Is no liability to the pool contractor and it shall cancel all warranties. Material and equipment to be furnished or installed and work to be done: Elevation of pool, deck slab and lope of deck slab are to be determined by the Contractor unless otherwise specili in additional provisions below. POOL: Design 1,11617' A01 Approximate; Shallowest Depth Greatest Depth Approximate Greatest WidthGreatest Length 2 8• to TILE TYPE: rz._ STEPS: itJ� SWIM-OUT:� INTERIOR FINISH:' _Q_qPrZ_ ELECTRICAL- ;r-& BOARD TYPE: SLIDE: GRABRAILS: DECK: TE iZL COLOR: _ / C ,�4iGT ,a✓l�D SKIMMER: --NCS LIGHT LENS KIL• _7V FILTER TYPE: CLEANING EOUIPMET: (Vpcuum, ose, Bruso, Leaf Net, Test Kit, Pole) CHLORINATOR TIMER POOL CLEANER: %` TYPE FENCE REMOVAL �., ` V FENCE REINSTALLATION: TREE REMOVAL: STUMP REMOVAL SCREEN ENCLOSURE: 17Foy-ZO —Pbflq E DIRT REMOVAL: It (no) where dropped f 5. BUYERS RIGHTTO 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, ff 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 orpart 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 YO1P'HAVE READ IT OR IFA CONTAINS ANY BLANK SPACES The Buyer (Buyers) are entitled to an exac o of ct run rids all provisions on the reverse of this contract and understands that s h provisions are part of this contract on the day of C SUNRISE POOLS &SPAS OWNER -BUYER Presented by AUTHORIZED AG N . Salesman OWNER -BUYER Lic. No. cpcA37053 STREET ADDRE S Accepted by Sunrl s & Spas CITY & STATE PHONE NUMBER ti %I d SEE REVERSE SIDE FOR IMPORTANT WARRANTIES AND CONCI USION OF CONTRACT. L .... Name: Steven R. Felices 1319 Lalce Drive Casselberry, FL 32707 Permit No.: NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF SEMINOLE MARYWIE MORSE, CLERK OF CIRCUIT COURT MINDLE COLWY BK W5851 PG 0324 CLERFts S # 2CM513586 REMNED N/ 10121 09:511 W AN REC3RDING FEES 10. RECORDED BY L McKinley CERTIFIED COPY MARYANNE MORSE CLERK 01 CIRCUIT COURT SE MIN N Y. FLORIDA �� tP Y • lER THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter' 713, Florida Statutes, the following information is provided in this Notice of Commencement. PARCEL ID # Q I Q f r� ! C7C7 �abU 1. Description of Property: LOT W as recorded in Plat Book Pages (a D Public Records of COUNTY, FLORIDA. 2. General Description of Improvement: IN -GROUND SWIMMING POOL Q 3,z/,2 lhf0,��r��'u�i Ii 6Z- �Sevz�&E 3 7 3 3. Owner Information: Ol Mt)Q, G IAM -1 Loiqypoo-�WIU C+ Interest in Property: FREE SIMPLE INTEREST Name of Fee Simple Titleholder: N/ A 4. ontractor: SUNRISE POOLS & SPAS LICENSE # CPC037053 1319 Lake Drive Casselberry, FL 32707 Phone: 407-262-9311 Fax: 407-262-9335 5. Surety: N/ A Phone: N/ A Fa:K: N/A Amount of Bond: N/A 6. Lender Phone: Fax: 7. Persons within the State of Florida designated by Ownerupon whom notices or other documents may be served as provided by Section 713.13 0)(a) 7., Florida Statutes: STEVEN R. FELICES,1319 Lake Drive, Casselberry, Florida 32707 Phone: 407-262-9311 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). (Signa e of Own iLLc'�i '', L 6;/ctC (Owner's Printed ame) The fNregomg instrument was acknowledged before me this day of 200 who is personally known to me/who produced as identification and who di not take an oath. Y rye 16sty L Stanton W OTARY PUBLIC My comrn,ssion DD131693 r oiwo' Expires July 06, 2006 ,`` '