Loading...
HomeMy WebLinkAbout348 Appaloosa Ct06/25/2003 15;31 407-855-6871 SIGNATURE POOLS ° AGE 01 � crnr ox sAlrrc�lan P$RNlCC APPUC.Arloly Farmtt tr :� � 2-23 deb Addrm �T Deaer PO" of Worktl Hbtork Dbtrkt: Zoeloa; Value of works $ ,�; en in Peratkt Tyw Buildita Eleetricai MechaaW Plumbing _. pire 8priaklor/Almn „__ Pana L/ 1Cleatrleal: 1Vew Service — aw ofALiPB Addition/Altcration _„___ _ Chane of 9ervios Ter� Polo,,,„__ Meektenteai: Residential Non-Rooidertetal Replacemmu Now (ou.at Layout & 8naay C k1Q. Required) PlutttMng/ New COMMIN AI: N of Fistiam 0 of wets & Sower Luse_ _ _ tM of t}aa UAW Plumbing/Now Reidontlal: d of Wder Clouts _ PAt®blag Repak— RoM atial a Com umlal _ Oocapfaney Typmt R"dendai OMMlal irid"'rial _ Telai Sgteere Pie: - C"Muetios Type: N of M of ow"s Uinta. Flow ZnaR MMPI hm squired for aw than Jia Pattsst a: Owwre ?tame 6 Address: Coatreew IrawA 6 Msirw: (A."aA Preoeor0weerobip 6 LsPI boseripan) tboas: d— Phow&Fart: CaetaetParte r111•- .�...Phoatx Don deg Compeer: t . � Addrou: ( Mortp$o Leador: jV Addt+etr --- — — - - near: S'r (am, % 3 Phaoa: Far• Applioatlon is hereby made to obtain a pandt b dodo work end insttllsNons to indicated. I certify that "work ar installation baa oartttrtatoed prior to the is sumes of a ""it Sad that all went arill be perllanrod to mast standards of ell laws in Qts *Witton. I underotattd drat a upetato permit mus be secured fm ELECTRICAL WOPIIt;, Pi.CMBING, SLOW WELL%, P40L8. FURNACES, WILBRB, HUTBRS. TAMA and AIA CONDMONERS. ata. AIYi0M3LAUj2AV m 1 owdly that all of Aro lbewlit8 irdbremfon is accurate and that elf work win be dwe in owvRonso with all applicable laws rovAgittg, aoaettuotim and Salina, WARNWO T00WN8R: YOUR PAIWRB TO IUZORD A NOTICR OF CONUBAJOW24T MAY RNULT IN YOUR PAyM TWICE POA QAPAOY,BM Moa TO YOM PROPERTY. IF YOU INTEND TO OBTAIN PIMANCINA OONSULT WrM YOUR LENIDIM OR AN ATTORNEY 86FOR8 KSCORDING YOUR NOTEE OF COMMBNCEWNT. hLSiT 1 IR addition b to requiftwie is this Bounty, std there imy be odd d wal I owmit, there may be addidonAl requJud *QM other pvommen tautd is the public records o a iav►, or federal ISMO, Contractor/A&alit :sV POWNfly Known to Me or Prnduood ID ION APPROVED BY: ©ld�AE " `d S elating: Ni); Utititks: (buttal & Dilate) (initialNIC) (Init,�IA Dale) 01*41ADste i Mitions: K4 -1--A S . ,e'l4 (�� SGC,2Rv�SC-t CITY OF SANFORD PERMIT APPLICATION Permit #: Date: Job Address: Description of Work: Historic District: Zoning: Value of Work: 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 Construction Type: # of Stories: # of Dwelling Units: Total Square Footage: Flood Zone: (FEMA form required for other than X) Contractor Name & Address: e._; '�-(i1 i �y:,(��'�ilC Q�t. `C-l�m,t"� 4iPr )V_ (State License Number: �i ►�i�b``.p�� r' Phone & Fax: L�� "l loot, Contact Person: � M� C°l�- Phone: 4nr'1 y Bonding Company: �I �/..�t Address: Mortgage Lender: N Address: Architect/Engineer: ` — a1 ' ^ Phone: ��"�' til J Address: ls�Oti Com- S ti F'J1 Q 12 ` S t 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 applica 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 at r management d tricts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirern n f o a hien L F 713. Signature of Owner/Agent Date Signa re of Contractor/Agent Date ck- P.ET�=� Print Owner/Agent's Name P int cont ctor/Agent's ame Signature of Notary -State of Florida Datenature o Notary -State of F orida Date Owner/Agent is _ Personally Known to Me or _ Produced ID }°taa'puB�% FLORENCE A. DE GRAVE C trac is* MY P 444 60,�aMAe or ' 1�ber 12� Pry OF Foo o Thru Budget Notary Services APPLICATION APPROVED BY: Bid g r►' f&_2 -S n3 Zoning: Utilities: (Initial & Date) (Initial & Date) Special Conditions: FD: (Initial & Date) (Initial & Date) to ` 20 August 2003 Parcel Information t' Parcel: 18-20-31-506-0000-1010 Property: Owner:WEST LAKE PLANTATION LC Mailing: 1399 W SR 434 LONGWOOD, FL 32750 6257 Legal: LOT 101 BAKERS CROSSING PHASE 2 PB 62 PGS 97-99 TRY: 2003 TD: S1 DOR: 00 Page 1 of 2 SANFORD VACANT RESIDENTIAL Exemption Homestead Year Granted: Amendment -10 Amendment -10 Prior Year Total Re Appraised % Addtion Total % Land Value % Adj $6,310 Reason Just Value $6,310 $6,310.001 Extra Features 1 1.000FT $0 $6,310 Building Value $6,310 $0 $6,310 $6,310 Income Value Total Just Value $6,310 $6,310 Correct Assd/Admin Value Classified Value Amend 10 Adjustment $0 $0 Total Assessed Value $6,310 $6,310 SALES Sale IDeed Description Sale Date JORB Book ORB Pagel Sale Amt U/l QC LAND CODEJ Land Rate Ag RateLand Area Frontage D/TJ Depth Class Value % Adj Ovdj Reason Just Value AL $6,310.001 1 1.000FT $6,310 $6,310 Total: $6,310 $6,310 POWER OF ATTORNEY ELECTRICAL PERMITS STATE OF FLORIDA COUNTY OF ORANGE KNOWN to all men present, "Robert M. James, of Bob James Electric does hereby nominate, constitute and appoint 6L w- rp— S�ci�\5. �� , as his attorney in fact for procuring Electrical Permits at: (Job Address) FROM wlu '4 Robert M. James ,1 Before me, the undersigned authority, personally appeared Robert M. James, who is personally known to me. State JEWOU MALAM My Cbmm €v. 8110 rr nr7a24 00/// I I O'ha I.D. POWER OF ATTORNEY STATE OF FLORIDA COUNTY OF ORANGE Known to all men present, J. Michael Malagian, of Signature Pools, does hereby nominate, constitute and appoint QA: vz- t& �,, , as his attorney in fact for procuring swimming pool permits at; 11 Before me, the undersigned authority, personally appeared J. Michael Malagian, who is known to me. TT JENNIFER (yqLAGIAN ~ fBIFC o W Comm Exp• 8/1$704 No. CC 957724 111111111111oil IInIt11111111111119nnI111nIli IN11111111111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04973 PG 0554 CLERK'S # 2003146116 RECORDED 08/20/2003 W14WIF PM RECORDING FEES 6.00 RECORDED BY L McKinley Permit No Tax Parcel Number NOTICE OF COMMENCEMENT $titleof Florida Prepared by: Byron Maddox for Signature Pools, Inc. Cnurrto9ree oury � 2313 Homewood Chive Sc"m � rs Q�v lando, F132809 The UNDERSIGNED hereby gives not' I that improvement will be made to certain real property, and in accordance with Chapter 713, Florida tutus, the following information is provided in this Notice of Cartmlencement Pr 1. description of Property: Metes &Sounds L,p�tn l T*V4,L,:� CR-e�-fm� 348 Appaloosa Ct., Sanford, Florida 32773 (Legal demripfen ante property, ane Areae address Iravallaftle_1 2. General description of impmvement: INGRQUND SWIMMING POOL & _ SCREEN ENCLOSURE 3. Owner tnforrnation: a. Name and address D. R. Horton * 6210 Hazelton National Drive, Orlando, F132822 b. Interest in propertyF e. Mame and addresB of fee simple titleholder _ _ ►h)l! _ V/ Ie other than owned 4- Contractor, (name and address) A. Phone number ( 40 jj 859.8036 Eax number 17)$50.68 71 5. Surety: CERTIFIED COPY 1 a. Name and address I�IARYANNE MORSE _ _ --- 1J U� --- - --- NJ rnv ..- -.----- b. Phone number c. Amount of bons 6. Lender. Name and a. Phone number I Fax number( ) Alin- 016 T. Persons within the Stage of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 71313(1)(x)7., Florlde Statutes: a. Name and address tJUw- b. Phone number ( i 1 Fix number ( j S. In addition to himself, Owner designates receive a copy of the Liences "ice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number( ) Fax numW( 1 9. Expiration date of Notice of Commencement (the expiration date is t year from the date of recording unless a different date Isspeelfled) Signature or Droner STATE of FLDPJDA COUNTY -%1t-14/ / A - zo) ,/ 15 ,— Print Name of Owner �. Affirmed and subscribed before me this -/X day of �'9Z bye-�'tu�Ss�wJ o is pe Ny known a who has produced (type of ID) as Idsntiticatlon. of tyxarv.Puklic stale'& Ftorma AwgffFt MALAGIAN My Comm Exp. EVIR M4 No. CC 45'7724 1 �rr—V Kyo- I l cur I. D. ,Tim ti l,F0 - M 41,k41A7,1 PrInL Type or Stamp Flame of Notary W., 1WIMMING POOL PURCHASE OVTfZ7 POOL - INCLUDING STANDARD FEATURES OPTIONAL FEATURES: I. DATE POOL PURCHASE ORDER NO. CUSTOM R NAME Rob & Piper Pelton STREET ADDRESS 348 Appaloosa Ct. LOT # 10 1 /2 DEVELOPMENT Rakers Crossin MODEL OF HOUSE 2879 GARAGE: RIGHT LEFT CONTRACT INVENTORY PRESALE TYPE 6_ POOL - INCLUDING STANDARD FEATURES OPTIONAL FEATURES: I. Y N ACRYLIC DECK TOPPING PORCH 2. Y N SCREEN PORCH WALLS 3. Y N ADD DECKING TO REMOVE PLANTERS ALL OR PART 4. Y N EXTEND DECK & SCREEN 5. Y N ADDITIONAL POOL AREA 6_ Y N 6' RAISED CORNER PLANTER 7. Y N 12' RAISED CORNER PLANTER B. Y N 6" RAISED AREA 9. Y N 12" RAISED AREA 10. Y N 2 FAN SPRAYS 11. Y N DESIGN WATER FEATURE 12. Y N SPA WITH / GAS HEATER / 4 TON HEAT PUMP 13. Y N RAISE SPA - 6' 12' 14, Y N 4 TON HEAT PUMP 15. Y N SOLAR HEATING ANY OTHER FEATURES: POOL MODEL "M" Series Modified ACRYLIC DECK: WHITE GREYOVERCAST BONE ANTIQUE FROST LINEN TAUPE TILE: 1stCHOICE Recife Blue COLOR TILE: 2nd CHOICE : COLOR SCREEN COLOR: WHITE BRONZE _SCREEN STYLE GABLE DOME MANSARD TOTAL AUDIT 1.00 $20,991.00 APPROVED - D.R. NORTON SALES 1 - ` POOL LAYOUT SIGNED BY CUSTOMER �F O2 J P O O L S 3988 Towne Center Boulevard , Orlando, Florida 32832 0 (407) 851-9D86 • Fax (407) 851-6923 PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING N40RE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF TRACT "G" BAKERS CROSSING PHASE 1, THENCE N00'18'49"E A DISTANCE OF 704.70 FEET, THENCE N89'41 -11"W A DISTANCE OF 110,00; THENCE S59"04'35"W A DISTANCE OF 23.15 FEET TO A POINT ON A NON TANGENT CURVE, SAID CURVE BEING CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 50.00 FEET, A CHORD BEARING OF N74'03'37"W, CHORD LENGTH 68.37 FEET, CONTINUE ALONG ARC OF SAID CURVE NORTHWESTERLY A DISTANCE OF 75.29 FEET THROUGH A CENTRAL ANGLE OF 86'16'24"TO THE POINT OF BEGINNING; CONTINUE ALONG ARC OF SAID CURVE SOUTHWESTERLY A DISTANCE OF 31.69 FEET, CHORD BEARING 544'38'46"W, CHORD LENGTH 31.16 FEET THROUGH A CENTRAL ANGLE OF 36'18'49": THENCE N90'00'00"W A DISTANCE OF 115,25, THENCE N00'00'00"E A DISTANCE OF 75.00 FEET: THENCE S90'00'00"E A DISTANCE OF 110,00 FEET; THENCE S27'11'49"E A.DISTANCE OF 59.40 FEET TO THE POINT OF BEGINNING, CONTAINING 0,21 ACRES ±. Z�.B`fo u7o&- TRACT' "B" OPEN AREA ;90'00'00"E 110.00' ,ice TRACT "B" ` OPEN AREA s �^_'--- -- 56.00' PROPOSED os w50.00 MODEL 2879 G R e• S FINISHED FLOOR ''"• ,f;.;;;,r..• L•75y�4,p3.42°W ELEVATION -29.8 BUILDING SETBACKS FR ON T: 25' REAR: 20' SIDE: 5' CORNER; 15' PREPARED FOR: D,R. HORTON =-' ---� A/ N 90'00'00"W NON RADAIL 115.25' LOT 100 A=36'18'49" R=50,00' L=31,69' CB=S44'38'46"W C=31,16' LOT 101 CONTAINS 9274 SQUARE FEET # THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 778 SQ. FT, t T TAL SOD 6,389 SO. FT. t NOTE: WE 00 NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. 1, ELEVATIONS SHO'MJ ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE, REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHEO BY CLIENT AND IS FOR INFORMATIONAL PURPOSES_ ONLY, THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVEE-XAMINED THE F,I,R:M. COMMUNITY PANEL NO 120289 004 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA VATHIN 100 YEAR FLOUD. BEARINGS ST-IOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 101 AS BEING S90'00'00" E PER PLAT. (FIELD DATE:) SCALE: 1 s 30 FEET APPROVED BY; Si JOB N0, ASM41480 DRAWN BY; LpT PLAN -Ts -o3 N89Y1'11"W ,' POINT OF sic BEGINNING $z rn y xCDMt I v cA PLANS REVIEWS® p� CITY OF SA FORD N POINT OF Pr COMMENCEMENT NORTHEAST CORNER OF TRACT "G° BAKERS CROSSING PHASE I LEGEND — — BUILDING SETBACK LINE - - CENTERUNE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY ' — — RIGHT OF WAY LINE POL POINT ON LINE "w" PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE PROPOSED ORAINAGE FLOW POC OR POINT ON CURVE OFFICIAL RECORD CONCRETE PD PLANNED DEVELOPMENT DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES PONT OF CURVATURE PGP (P)PER PERMANENT CONTROL POINT PI DENOTES PONT OF INTERSECTION PLAT PRC DENOTES PONT OF REVERSE CURVATURE ( M ) MEASURED PT DENOTES POINT OF TANGENCY (CALC) CALCULATED TYP TYPICAL FNO ,FOUND - A/C AIR CONDITIONER SCONCRETE WALK COW CONCRETE BLOCK WALL SIDEWALK RP RADIUS POINT CP CONCRETE PAD R RADIUS pe PLAT CS CONCRETE SLAB NGS PPL(ATT SBOOK NATURAL GRADE C CHORD LENGTH SO. FT. SOUAAE FEET R/W ORLANDO, FLORIDA 32801- (407) 428-7979 0 0 1. THE SURVEYOR HAS:NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN.' 3. NOT VAUD WITHOUT THE SIGNATURE ANO THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, FOR THE RRM WILLIAM R, M CATELLOJR, PS ,y49 8 DATE SCREEN DATA: STYLE: DOME FRAME COL- OR:13R `RSI ZE DOORS: TWO HEIGHT--- r SCALE: 1" = 8' Plante Two Fan Beams ® LOCATION MAP LOT 101 °Bakers Crossing' S. Sanford Ave. Sanford Ave. v ,L J 6" Raise " Raised 34'-0° Planter Planter Two Fan Sprays— 6' DEPTH 3.5' DEPTH 14' X 28' O i N Fan Bea F U _2r_0" In ulac _ _ _ _ � Child Fence- ;nom MASTER BEDROOM 2879 GL Lite ®o FAMILY ROOM Prewire­—] 101 PLANS CITY OF SAFOW 0792 THE PELTON RESIDENCE �4- SPECIFICATIONS tet+ POOL DIMENSIONS: Size L4 X ___�Q__; Depth __,3 X -_ ('__ Water Surface area: 297--- Sq. Ft. Perimeter: __T7- - Sq.Ft. Filter- Type PAC -EA $* CART_ Size 75 SQ_ FT______ Pump- Type _PAC FAH_ ------ Size I HP_---_ -_--- Return Inlets_ No. _THREE -- Skimmer No. ONE ----- Heater Type --V_0 ------ _-- B.T.U. __NO----------- Gas _______-_Gas Line and / or Tank INstallation and hook-up is the responsibility of the Buyer. Chlorinator- Type INLINE -------------------------- Other _______Other Plumbing PLUMB FiZR CLEAN12 "_ STUP_UP_AT EQUIP. PAD -------------TWO FAN _SPRAYS -------------------------------------------- Water Line Tile- Type CERAMIC Color aFC-IF-FVERDE Step Edge- Tile Type INSETS ....... Color SAME ____ Coping- Type _LQNTILEVFR _________; Color _SAME_____ Diving Board NO----; Size NZA----; Color NH ----- Grab Rails & Recessed Steps NO --- ; Hand Rail -V __ Love Seat - Size __5-___-----X _1.5 Additional Seat, L. F. NO --------------------------- Underwater -____---- Underwater Light YFS-------- ; Lens ___BLUE.-_ ---- Automatic Time Clock Y'ES --_ -------------------- Health Spa: __AQ ------ • ___ • ------------ Therapy _____Therapy Jets No. NO _; Air Booster Pump 1 -- Seat Edge Tile _NQ ------- ; Top Dam Wall SM______ Spa Light -YES --------------------------------- Acrylic Deck Color T-A-UPE---- ; Sq. Ft. _41`,2 --_------ Grey, Broom Finish Deck NO ; Sq. Ft. --a/-A -_----- Deck Pilaster L. F. NO _______; Height _NLA _____ -_- Deck Steps -- NE --------------------- Deck - 0 - Drain _34 ------ Ft.; Color SAME ----------- Drain Pipe NO ---------- L, F.; Footings -2Q --_--_- Control Joint Color _ SAM_E__ Raised Beam - 1--LF-9F-.6--RAISED PER PLAN ----- Retaining Wall _ NO S toremov_e_ndayof_____----- SIGNATURE POOLexcavation: Stumps - No. ND_____; Concrete / Asphalt Sq. Ft. NO__ Uprooted Vegetation and Other Debris _NO---------- Total _---_-__Total No. of Loads to Remove _ __NO___ Double Dirt Handling IAMIDRO_P, Pump from Street _YES _ BUYER : to have following located, rerouted or removed, as required. Septic Tank YES -------- Gas Line _Y)ES--_-__---_ Water line - YES -------- Sprinklers YES .......... Telephone Line YES; Power Line -YES-; Sewer LineYES- Access: Right [ ] Left [ ] Rear [YES ] Permission over driveway N-ZA ------------------- Additional Grading Nq ------ Est. Cu. Yds. N_0_ ---_- Water source _ CITY _ Plot Plan Obtained YES nr.­nnr nr 11 * ']L.' TV nL` ruTT n L•L•T XIV FPb.th., pricing assumes normal LEGAL: LOT 101 BLOCK PHASE 2 e condition s access to SUBDIVISION: BAKERS CROSSING BY pertyRetention, it required as. PHONES: HOME: (407) 417-4353 PREPARED FOR: ADDRESS: CITY: PREPARED BY: WORK: Rob & Piper Pelton 348 APPALOOSA CT. SANFORD, FL 32773 BYRON MADDOX PLAN & SPECIFICATIONS 19 POOLS, INC. WK:(407) 851 —9086 APPROVAL DATED X NOTES I 1. FOR RESIDENTIAL POOLS UP TO WATER DEPTH OF W-011, #3 REBAR 12' O.C.E.W. OVER 8'-0'1 SPECIAL ENGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL BE SUCH AS TO PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0', SPECIAL DESIGN REQUIRED. 2. CONCRETE COVER OVER REBARS MUST BE 3500 LB. PER .SQUARE INCH AND COMPLY WITH ALL BUILDING CODES. THIS POOL IS NOT DESIGNED FOR POSSIBLE HYDROSTATIC UPLIFT FORCES. THE WATER SHALL NEVER BE REMOVED FROM THE POOL STRUCTURE UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED. 3. REINFORCING BARS SHALL BE D -FORM STEEL BARS AND CONFORM .TO ASTM -A15-58 T AND A305-58 T. 4. OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER TO COMPLY WITH 424.2.17,1 - 424.2.17.10. ADEQUATE PROTECTION SHALL BE GIVEN AROUND POOL DURING EXCAVATION, 5.. ALL PIPING SHALL BE PVC SCHEDULE 40. PIPING SYSTEMS SHALL BE PRESSURE TESTED TO 35 PSI PRIOR TO COVERING PIPES. 6. THE WATER SUPPLY SYSTEM SHALL BE EQUIPPED WITH A BACK FLOW PREVENTOR. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED. 7. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 6 FEET PER SEC. THE MAXIMUM PIPE.VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND, 8. FLOOR THICKNESS SHALL BE MINIMUM OF 6' WITH CODE REQUIRED COVER OF REINFORCING. FLOOR REINFORCING SHALL BE #3 BARS @ 12' E.W. 9. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN 1 FOOT MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER WILL BE REQUIRED FROM THE ENGINEER. 10, THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC. MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SQ. FT. OF POOL SURFACE, 3 WALL RETURN INLETS, AND 2 MAIN DRAINS WITH A HYDROSTATIC RELIEF VALVE, AND ATMOSPHERIC VENT SYSTEM OR VSE. 11. PLACEMENT OF THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS. 12. ALL BUILDING, GAS, MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO FBC 101.4 THRU 101.4.12, 2001, ELECTRICAL TO CONFORM TO NEC 1999. 13. THE SOIL BEHIND THE POOL WALL IS AN INTEGRAL PART OF THE STRUCTURE AND MUST NOT BE REMOVED WHEN THE POOL IS FULL OF WATER. 14. SWIM -OUTS AND/OR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS AND WHERE DEPTH EXCEEDS 5 FEET OR MORE. 15. ALL GLASS LOCATED WITHIN 5 FEET OF THE -POOLS EDGE SHALL BE CONSIDERED A HAZARDOUS LOCATION, GLASS SHALL BE GLAZED OR PASS CPSC 16 -CFR, PART 1201 OR COMPARATIVE TESTING. 16. TEMPERATURE AND TIME CONTROL DEVISES SHALL COMPLY WITH E.C. 612.1.ABC.2.3. 17, PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION. - 18. ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH ANS/NSPI-4 1992 AND NSPI-5, 19. AT CONTRACTORS OPTION EITHER DUAL DRAIN VENT SYSTEM, MDX DEBRIS REMOVAL SYSTEM OR VACUUM SUCTION ELIMINAT❑R. CAN BE USED TO COMPLY WITH FBC 424.2,6,6 APPROVED SWIMMING POOL AND WADING POOL - DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLIANT WITH 424.2-6.6 OF THE FLORIDA BUILDING CODE 1 MIR/ NO MAIC 2 MAW DRAM 1B YIN. TEE TO BE CENTEIRED BETWEOI DRAMs -� MAX VENT (SEE MAIN DRAIN PIPE SZE CHI Tr MAIN DRAIN STM PIPING?* SIZE AS I I — R DRAIN CANTILEVER EDGE CONCRETE TILE BACK 6' TILE PLASTER FINISH TRANSFORMER QF LOW / VOLTAGE) (MOUNT 8' ABOVE POOL HIGH POINT) LW/FIBERMESH 'CONC. DECK 1 #3 BEAM ROD CONTINUOUS 2' FRO' TOP OF BEAM. UNDERWATER LIGHT WITH LOW WATER / LUT -13 STAINLESS STEEL LIGHT NICHE WITH GROUNDING PER N.E.C. 03 REBAR 12' O.C.E.V. (FOR WATER DEPTHS UP TO 8'-0') 3,000 PSI GUNITE OR SHOTCRETE 2 28 DAYS WATER CURE FOR 7 DAYS. MIN. OF 2' OF CONCRETE COVER OVER ALL REBARS OR AS REQUIRED BY CODE, WHICHEVER IS GREATER. WALL SECTION N.T.S. COPING OR STRAIGHT PIPE FOR BRICK DECKING MIN. 2'.. 90' ELBOW 3.8' COVER OVER ALL BARS zs' —_ -6' TILE D - 'i�, 4' 2 f3 BEAM BARS - a®0 to W o k ,. 45' ANGLE CONTINUOUS MAX UNDERWATER LENGTH 0 $ 2' FROM TOP OF BEAM. - MAX SUCTION LME MAX. FLOW RATE I OF WAIT PIPING 30 FEET - <m 5 - - INCHES °PM SHELL IB—°R—I BEAM - ANTI -VORTEX UD CI K 1 BRICK BEAM FINISH DETAIL } A DOUBLE -90' PVC TEE-IARAHCDIENT —r MI. Ir ABOVE GRADE PROTECT 111E OPEN END CF THE VENT VATH A HAYWARD VENT COVER YODEL W-1019 (CR EQUAL) TO PRE WIT BLOCKAGE BY OEBM INSECT WESTATION OR MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE PLACID TO PREVENT TAMPERING LABEL VEHB - POOL SAFETY OEVIM - DO NOT HANDLE' I N— MAIN DRAMS TO COMPLY WITH ANSI/ASME A IIZI9.S1 AS MANUFACTURED BY _ HAYWARD POOL PRODUCTS. INC. OR EQUAL ALLOWABLE FLOW RATES SHALL BE AS FOLLOWS: MODEL MAX FLOW RATE CPM MM. PIPE SZE SP 1 3 I TO RETURN UNE SZE X 1 1/2' TEE STRAIGHT PIPE FOR VARIOUS PVC FITTINGS PIPE SNZE I 1 2 ' 2' 90' ELBOW 3.8' - A REDUCER SHALL BE USED WHEN NEEDED TO CONNECT DRAT/ 70 SUCTION UNE. zs' 1/2' VENT PIPING Z2 O c e 0 . A D UWW /,-1 a®0 to W o O -MAIN DRAM PIPE SIZES MAX UNDERWATER LENGTH 0 $ POOL VOLUME - MAX SUCTION LME MAX. FLOW RATE o OF WAIT PIPING 30 FEET - <m GALLONS - INCHES °PM MIL OF IS FEET ° - - - ANTI -VORTEX UD 5000 - 1D aao T -I z 2 000 Z�2�5 ID 2-1 2 JU.Uw 40., PVC VS.OaTY LESS THAN 6 FT/SEC BASED ON 6 FT/SEQ MAX THE MAX VACUUM WITH ONE SUMP PUMP PLUGGED DUAL GRAIN AND VENT PIPING AND A BODY TRAPPED ON THE OTHER WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SEG HIS EQUIVALENT LENGTH OF STRAIGHT PIPE FOR VARIOUS PVC FITTINGS PIPE SNZE I 1 2 ' 2' 90' ELBOW 3.8' S.0' 45• ELeow z.D' zs' 1B' VENTS SIDE INSIDE - POOL TYPE WATER LEVEL MARK - DIMENSION REMARKS - AJUH IU 4 -0- TO PUMP MIN 7 - _ .._...- - -- -.-. ------ _... (SEE RESTRICTIVE NOTE) SUCTION DRAIN MAY BE SUBSTITUTED FOR DUAL PORT SKIMMER 2 1/2' REDUCER 2' 'SUCTION UNE SIZE X 1 1/2' TEE NOTES: 1, PUMP POSITION HAS NO EFFECT OR LIMITATION ON THE VSE 2. PUMP HORSEPOWER HAS NO EFFECT ON THE VSE 3. A VSE IS REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAIN 4, THE VSE MUST BE INSTALLED SO THAT THE WATER LEVEL MARK LINESUPWITH THE POOL" WATER LEVEL, TO ACHIEVE GRAVITY FLOW 5. COUPLINGS WILL REDUCE THE MAXIMUM DISTANCE THE VSE CAN BE FROM MAIN DRAIN (SEE MANUFACTURES RECOMMENDATIONS) #3 REBAR CONTINUOUS AROUND POOL SLOTTED VENT COVER VENTS TOP VENTS UNDER — AIR TUBE �— GRAVITY FLOW FROM MAIN DRAIN LINE INNER FLUID PIPE OUTER PIPE SCHEDULE 40 PVC CRITICAL DIMENSION WHERE AIR ENTERS FLUID PIPE AND REMOVES ALL SUCTION VACUUM SUCTION ELIMINATOR POOL SECTION N.T.S. F_ INSTALL A DOUBLE -90' PVC TEE -ARRANGEMENT MIN. 12' ABOVE GRADE PROTECT THE OPEN END OF THE VENT WITH A HAYWARD VENT COVER MODEL W-1019 (OR ECUAL) TO PREVENT PUMP - BLOCKAGE BY DEBRIS INSECT INFESTATION OR FILTER MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE PLACED TO PREVENT TAMPERING. LABEL VENT: ' POOL SAFETY DEVISE - 00 NOT HANDLE' I — T TO RETURN 1 APPROVED SWIMMING POOL, SPA AND WADING POOL. _ DUAL MAIN DRAIN ATMOSPHERIC VENTARRANGEMENT- . COMPLIANT WITH 424.2.6.6 OF THE FLORIDA'BUILDING CI00E ' MAIN DRAIN SUCTION PIPING (SEE MAIN DRAIN PIPE SIZE CHART)• JLf i2r3 Z91013 (IF REWIRED) - r� 1 1/2' VENT PIPING C , \0 ' MDX DEBRIS REMOVAL SYSTEM ALL METHODS AND MATERIALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2001 rs NTS TIN T, THAN, P E,;. #55359 z o DD 00 — « n A to o IL J o 8 C Z2 O c e 0 . A D UWW W a®0 to W o O 0®M < i 0 $ N LC4jW C o '� <m W W U POOL SECTION N.T.S. F_ INSTALL A DOUBLE -90' PVC TEE -ARRANGEMENT MIN. 12' ABOVE GRADE PROTECT THE OPEN END OF THE VENT WITH A HAYWARD VENT COVER MODEL W-1019 (OR ECUAL) TO PREVENT PUMP - BLOCKAGE BY DEBRIS INSECT INFESTATION OR FILTER MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE PLACED TO PREVENT TAMPERING. LABEL VENT: ' POOL SAFETY DEVISE - 00 NOT HANDLE' I — T TO RETURN 1 APPROVED SWIMMING POOL, SPA AND WADING POOL. _ DUAL MAIN DRAIN ATMOSPHERIC VENTARRANGEMENT- . COMPLIANT WITH 424.2.6.6 OF THE FLORIDA'BUILDING CI00E ' MAIN DRAIN SUCTION PIPING (SEE MAIN DRAIN PIPE SIZE CHART)• JLf i2r3 Z91013 (IF REWIRED) - r� 1 1/2' VENT PIPING C , \0 ' MDX DEBRIS REMOVAL SYSTEM ALL METHODS AND MATERIALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2001 rs NTS TIN T, THAN, P E,;. #55359 z o DD 00 — « n BIW- to o IL J o e o Z2 O c e 0 . A O Z UWW W a®0 to W o O 0®M < i 0 $ N LC4jW C o '� <m W V o O = IcIc IL J o 6 O IC NS J O. {L M' W LU Dc n F- y < i a. a z Z 6 w q z J G O O W" W 41 1- 6 = W C7 O ~ W O Z W ~ n < a US DRAWN - LH cmcKID. KLP DATID JANUARY2002 SCALD CAD MAUD SNGNAT.OW'G J" « slur s• OP , sNrars