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HomeMy WebLinkAbout3425 Whippoorwill CtPermit # :06-3/1-7 Job Address: 3L al WAWA CITU OF SANFORD PERMIT APPLICATION Date: r) Description of Work:.SGU I M r" N & / Total Square Footage Historic District: NO zAning: Value of Work: $ 1 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-Residcmtial 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 I Plumbing Repair - Residential or Commercial Occupancy Type: Residential to""- Commercial Industrial RECEIVED AUG 8 2006 Construction Type: N of Stories: # of Dwelling Units: �/ Flood Zone; (FEMA form required) Owners Name & Address: 2 �C44 ¢ sCI,S/p l� UGIQ,Vs �/07� AyAppowtWia �C1—r Contractor Name & Address: J6mi4k 161, 60-4,6 t�yQ V State License Number: t�' ' �yi6 Phone & Fax: WContact Person: ol4k4-te Phone: 1x7177-Tf�f-�1�8�--�r Bonding Company: Address: Mortgage Leader: ----------- Address: Q t Arehitect/Engineer: NZVAr/ 0h6hV$A0_ A X �=%1%Gi Phone: 40 7-47T-17 A11T Address: 3ff// tfMl-AMew r!'rr� a Dm F4 3 61407 Max: 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. 1 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 Anh Thu T Nguyen wX Anh Thu T Nguyen • My Commission DD304015 Ownu/ Contract 51 MN C Me r �� ?1 �ced ID rodu C J APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: � ` ervu Rev 03/2006 4� . O U permit' erification that 1 t the o Acceptance;ign;akturc the property of the emen Florida Lien w, F 713. req�SS ofOwner/Agent Date i nature o ractor/Agent Date Print r/Agent's Name Pri tort/A cot's Name -?J--7 /t/, to 4�7 otary-State of Florida ate nature of Notary -State of Florida Date Anh Thu T Nguyen wX Anh Thu T Nguyen • My Commission DD304015 Ownu/ Contract 51 MN C Me r �� ?1 �ced ID rodu C J APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: � ` ervu Rev 03/2006 4� . O U Permit # : 06 311 -i Job Address: Description of Work: jCCC A- T.4,1 Historic District: .416 Zoning: CIT \' OFSANFORD PERMIT APPLICATION W Date: r 3 Total Square Footage Value of Work: S.ot7 s - Permit Type: Building E lectrical t- Mechanical Plumbing Fire Sprinkler/Alarm Pool V Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential. # of Water Closets Decupancy Type: Residential ' Commercial Construction Type: # of Stories: Jwuers Name & Address: contractor Name & Addition/Alteration Change of Service Temporary Pole _ - Replacement New (Duct Layout & Energy Calc. Required) # of Water& Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial # of Dwelling Units: Flood Zone: (FEMA form required Phone. 771 Statease Number: f�<_ IV quyy- 1�/ -y_ 'hone & Fax: )),Aq Contact Person: AmI'ic i0>F Phone: 407- 027 3- 3ouding Company. f /tet kddress: Kertgage Lender. a ►ddress: \rchitecVFugineer: Phone: \ddress. Fax: 1pphcation 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 ssuance 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 wAmit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. )WNER'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 onslruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT M YOUR PAYING . WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN \TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOTICE: 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 his county, and orae may be additional permits required from other governmental entities such as water management districts, state agencies, or fcdcral agencies. \cceplance of permit is verification Ural I will notify the owner of the property of the requirements Signature of Owns/Agent Print Owna/Agent's Name Signature of Notary -State of Florida Owns/Agent is _ Personally Known to Me or Produced ID &PROVALS: ZONING: UTIL: pecial Conditions: :ev 038006 13. Date Sig aturr of ontr c r gent Date Print Con Age s Name Date Signature o Notary -State of Florida�I %0 Saye 1 � 0 6 Z •� w � 4ZZ •o JU�Qo o Contractor/Agent is_ Personallt_�o,SvpA Idgff o • *I �� Produced [D 1� L r (p(L�/a�'� :'�� �';P FD: ENG: BLDG! 5. LIMITED POWER OF ATTORNEY Date F-- `3/-6716 I hereby name and appoint 0.-/,�94t E/ 1-y u7i-oe of O �l9/ qA -iVC. to be my lawful attorney in fact to act for me and apply to 5, 4i 14A lol ml(% for an `. /&— 2L4ermit for work to be performed at a residence at a location described as: Section __(2 r Township .470 Range,.L Lot _/2 Block Subdivision ADD o�2 .340-5 L11--4W-1AUL G 351 777 Street Address City or County Zip Code 5v..W40,#,g0 Owner of Property as a��l Address G7 - And to sign my name and do all things necessary to this appointment. Ronald R. Howe Printed name of Active Certificate Holder R. How lectric -r2xiv,;r,� Signalure of license holder Telephone EC -13002933 State Registration or certificate Number The foregoing instrument was acknowledged before me this 23 day of February, 2006 by Ron Howe who is IPersonally known to m who produced as identification and who did not take oath. Notary Public, SIdiidaMardn Tz* Commission Mi2081 Ezpims April 20.2008 WHIPPOORWILL PROPERTY OWNERS ASSOCIATION 3402 WHIPPOORWILL CT SANFORD, FL 32773 August 2, 2006 To:' Richard Burns From. Whippoorwill Homeowners Architectural Control Committee Re: Construction of Swimming Pool The plans for the construction of your swimming pool located at: 3425 Whippoorwill Court Sanford, Fl., have been reviewed and approved to meet the specifications outlined in the Whippoorwill Homeowners Notice of Restrictions and Agreement of maintenance on page seven section 27 titled Swimming Pools. These restrictions must be abided by from the beginning of construction until the date of completion. No changes can be made without first being approved by the Architectural Committee. Sincerely, on Vecchio Y President of WPOA Architectural Committee I 0 PARCEL.. DE:'T'AJL 1L DAVID JOHNSON. CFA. ASA TRACT "r0. TRACTq21 111 PROPERTY TRACT-' B' APRRAISER 17 20 soeWDLECOUNT rFI.- OEOO 1a 18 1101 E. FIISTwr KNWALL KU_ 8ANF01U3 sL32M-1468 407-665-7506 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 07-20-31-512-0000-0190 Number of Buildings: 1 Owner: BURNS RICHARD L & SUSAN M Depreciated Bldg Value: $156,475 Mailing Address: 3425 WHIPPOORWILL CT Depreciated EXFT Value: $0 Clty,State,VpCode: SANFORD FL 32773 Land Value (Market): $30,500 Property Address: 3425 WHIPPOORWILL CT SANFORD 32773 Land Value Ag: $0 Subdivision Name: WHIPPOORWILL JustiMarket Value: $186,975 Tax District: SI-SANFORD Assessed Value (SOH): $150,568 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor. 01 -SINGLE FAMILY Taxable Value: $125,568 Tax Estimator SALES Deed Date Book Page Amount Vac/imp Qualified WARRANTY DEED 09/2001 04206 1663 $170,500 Improved Yes 2005 VALUE SUMMARY WARRANTY DEED 12/2000 03983 1803 $25,000 Vacant Yes Tax Value(without SOH): $2,872 WARRANTY DEED 08/1999 03707 1754 $294,500 Vacant No 2005 Tax Bill Amount: $2,418 WARRANTY DEED 12/1997 03343 1158 $320,000 Vacant No Save Our Homes (SOH) $454 SPECIAL Savings: WARRANTY DEED 12/1992 02522 1923 $351,000 Vacant No 2005 Taxable Value: $121,183 CERTIFICATE OF DOES NOT INCLUDE NON -AD VALOREM TITLE 11/1991 02356 1758 $311,200 Vacant No ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land Method Units Price Value Pi PLATS:I LOT 0 0 1.000 30,500.00 $30,500 LEG LOT 19 WHIPPOORWILL PB 40 PG 60 BUILDING INFORMATION Bid Bid T Year Base Gross Living Ed Value Est. Cost Num Type Ext Wall Bl Bit Fixtures SF SF SF New 1 SINGLE 2001 81,899 2,600 1,899 CB/STUCCO FAMILY FINISH $156,475 $160,487 Appendage / Sgit OPEN PORCH FINISHED / 160 Appendage / Sgit OPEN PORCH FINISHED / 121 Appendage / Sgft GARAGE FINISHED/ 420 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Aparbnent, Enclosed Porch Finished, Base Semi Finshed Lft!mits E: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad emtax purposes. You recently Purchased a homesteaded rty your next Year's DmDerty tax will be based on jusUMarket ,ar..P http://Www.scpafl.orglplslweb/re web.seminole county tide?parcel=07203151200000190... 7/17/2006 'THIS INSTRUMENT PREPARED BY: 2 r��!ME: A ADDRESS: lZjl& 4a nqi c SU11NOLE COUN 7Y TIORu xs NATURAL CHOICE Building & Fire Inspection 1101 East 1 st Stree Sanford, FL 3277 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit No. Tax Folio No. (PID) 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. DESCRIPTION OF PROPERTY (Legal description of the property and street address) y �}� WAA& ey;, k 4_ ,�,=T PC- 1/0 . PG t-0-0 GENERAL DESCRIPTION OF IMPROVEMENT ORTIFIED COPY �iM .0 M 1.1 _r— p. 1 -,F .S� iF�OS !LF MARYANNE MORSE - OWNER INFORMA' Name and address -( Interest in property tFee Simple, R. i �I1f -r it NAME AND ADDRESS OF FTE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) C0NTRACTUxU>,,&,,� QQv.0 TvG Name and address SURETY (Bonding Company) Name and address . , Fl --IR 7d--3 IIIIIIIIIIUIIIIIIIIIIIIIIIp111111111811111U11ii11111111 Amount of Bond SEMIN(II.r QJUN'i Y BK 06359 Pg 1062; Opg) LENDER CLERK'S # 2006126938 Name and address RE01IMED 08/01/2006 0367133 PM R6CUI2!)IN6 Ft l:li 10.00 ********************************************************** * taste******************* Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and address 04m a y Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name and address: �2 ,�- !ba L ,9- 703 In addition to himself, Owner Designates of nl e -J. To receive a copy of the Lienor's Notice as Provided in Section 713.13(1 y(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unl a diff t date is spe of Owner worn to and bscribed before me this Day of , My Commission Expires: Anh 7U—T ►�9 My Commission DD304015 '°►or ^° F ,n,res March 2S, 2008 Nota Public ry The foregoing instr1pent was acknowledged before me this day of aW4 by (Name erson acknowledged), who is personally known tome or who has produced • (Type of identification), as identification and who did/did not take and oath. BOUNDARY SURVEY FOR: Waterford Quality Homes DESCRIPTION: LOT 19, WHIPPOORWILL. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 40, PAGE 60 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 0 mnwn01mNBMBMB m 0 RICA/21.01. (NO/) / 10' DRAINAGE * J ^ UTILITY EASEMENT 18 REC. t// 2'I. R. (L•5.223f) r 40 N Ol ON U a I P. R. C. I �L.-etas• 1 4 / SAr7' AV CURVE DELTA ANGLE RADIUS C 4 26'33' 56" 30. 00' REC DENOTES RECOVERED C.M. CONCRETE MONUMENT I.P. IRON PIPE I.R. IRON ROD N.C. NA1l AND CAV P.O.C. POINT OF COMMENCEMENT P.O.B. POINT OF BEGINNING P, CENTERLINE - r� W RIGHT -OF -WAY IR.1 RADIAL IN•R,1 NON RADIAL R.P. RADIUS POINT P.C.POINT OF CURVATURE P.T. POINT OF TANGENCY SWAGGERTY LAND SURVEYING.INC. L.S.4906 14SO KASTNER PLA SU1rE 100 P.O. Box 2�!B24 ,.�;;: ':x%001 A1:0I�32j'SjII ,vole : r!/E Sc. 46 ,6Z 07;VAI PW,& ZO76".01A14 oW 40r19 MEE73 GK EX ce,6�s 7XiE.QE4a/.EE.�14�v1S �S DV7WA- 0 ,W SA.vFo f D C/Tyy CDOE SEcTJo.V 6.7. 0 TRACT "C $ (BUFFER AREA) Sal I I1 1 , ------ 20• 1 I (L.S.223B) CORNWALL ROAD (50' RIGHT-OF-WAY) CURVE DATA ARC TANGENT. CHORD CHORD BEARING 23.18' 11. 80' 22.98' N 76'23' 02' E ABBREV / A T 1 ONS P.R.C. W 1 CURVATURE h W O CURVATURE 0. DESCRIPTION P T I OH CAL C. cALcuLAreo w � RES. ( P, O r� W _ ! r � \J , �i DRAINAGE o EASEMENT , SCALE: 1 '-30' ' 2 GL; � DA TE OF I I I1 1 , ------ 20• 1 I (L.S.223B) CORNWALL ROAD (50' RIGHT-OF-WAY) CURVE DATA ARC TANGENT. CHORD CHORD BEARING 23.18' 11. 80' 22.98' N 76'23' 02' E ABBREV / A T 1 ONS P.R.C. POINT OF REVERSE CURVATURE h W O CURVATURE 0. DESCRIPTION P T I OH CAL C. cALcuLAreo W.F. WOODRETE FRAMELOCK RES. RESIDENCE 0 CONCRETE I - b r � \J I �i DRAINAGE o EASEMENT , SCALE: 1 '-30' ' 2 GL; DA TE OF I I1 1 , ------ 20• 1 I (L.S.223B) CORNWALL ROAD (50' RIGHT-OF-WAY) CURVE DATA ARC TANGENT. CHORD CHORD BEARING 23.18' 11. 80' 22.98' N 76'23' 02' E ABBREV / A T 1 ONS P.R.C. POINT OF REVERSE CURVATURE P.C.C. POINT Of COMPOUND M. MEASURED CURVATURE 0. DESCRIPTION P T I OH CAL C. cALcuLAreo W.F. WOODRETE FRAMELOCK RES. RESIDENCE CONC. CONCRETE A.C. AIR CONDITIONER UTIL. - UTILITY DRAIN. DRAINAGE ESMT. EASEMENT L.S. LICENSED SURVEYOR L.S. LICENSED BUSINESS 11 SOUNDARr: 12-12.00 FOUND.: FINAL : G-28-0/ 37AZe HOUSE : 1-//-01 FORM BOAA'G S&Je&WY : 1-9/-01 r'ESTAKE 11�T (L T 19 WHIP) 1. THIS PROPERTY LKS IN FL000 ZONE(S) -x . PER T.E.M.A. FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NLOJKR(S) 12029a 0045 E DATED 17• 2. TITLE DATA HAS NOT BEEN FURNISHED TO THE SURVEYOR. 3. UNDERGROUND b"OVEMENTS HAVE NOT BEEN LOCATED. 4. NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL. S. THIS PROPERTY LIES IN SECTION(S) 7 - TOWNSMP 20 SOUTH. RANGE J1 EAST. S- IHEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS MAOEA W ACCORDANCE TO THE MINIMUM TECNNICALI-su NOARDS' FOR LAND SURVEYING IN TIN.' STATE OF FLORIDA CH.472•D?.7 AND•CH.61 G 17.6. 1 O 1 egDATE • 12-13-2060 REG. LAND SURVEYOR N(F-374P CERrO'1E0 CORRECT TO: P. PLAT M. MEASURED 0. DESCRIPTION P T I OH CAL C. cALcuLAreo NA77D.VAL C/ry! A�dAA'TGAGE CD�/i ACTUAL R '9Cl/17YE.PiV TITLE D�ZWW1; L fi�GCf V144 . ' LENGT" s72riuotr rrrr� e�.veavry co. n1 A 1. THIS PROPERTY LKS IN FL000 ZONE(S) -x . PER T.E.M.A. FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NLOJKR(S) 12029a 0045 E DATED 17• 2. TITLE DATA HAS NOT BEEN FURNISHED TO THE SURVEYOR. 3. UNDERGROUND b"OVEMENTS HAVE NOT BEEN LOCATED. 4. NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL. S. THIS PROPERTY LIES IN SECTION(S) 7 - TOWNSMP 20 SOUTH. RANGE J1 EAST. S- IHEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS MAOEA W ACCORDANCE TO THE MINIMUM TECNNICALI-su NOARDS' FOR LAND SURVEYING IN TIN.' STATE OF FLORIDA CH.472•D?.7 AND•CH.61 G 17.6. 1 O 1 egDATE • 12-13-2060 REG. LAND SURVEYOR N(F-374P Z•d 4ZTIZ62 LOV PART 2 OF CONSTRUCTION AGREEMENT i POOL SPECIFICATIONS r APPROX.VIOTHLENGTH 3a SURFACEAREA SO. FT. APPROX. OEPTH ' TOCAPACITY GALS. WATERLWE TILE TYPE COLOR PER FT. STEP Ti. E k G TYPE. COLOR, UN. FT PUMP ' MAKE l2iH.P. FILTER MAKE GPM. F TYPE 1 !tdMA71C CHLO�tINATOR_s� � ,� - S.oL7rSSct`/ STYPE MAIN ORAINSKIMMERe TYPE RETURN JETS THERAPY JETS ,S•MMOUT GRABRAILS :: N� ..fesHANDiIAIL�[�TYPE ..__.._..._._....._ ._.... ... .._.. .. .. .. .. . DIVING' BOARD FT. SLIDE SIZE TYPE ,IJNDERWATER LIGMT I&Q . VOLT ?/f ' WATr Akm±dE TYPE XUTOM.ATIC POOLiCLEANER TYPE HEATER ` ' • STU MAKEAL�rcisxje TYPE. -;......... ....... SPA .SPECIFICATIONS_ JIPPROX. W10TH LENGTH DEPTH 'THERAPY JETS hUMP H.P. TYPE kILTER' E • GPM TYPE PLOWERQ ` V!OLT_J—H.P. UGHTCi VOLT,&L WATTTYPE -HEATER BTU MAKE�RePA!/V TYPE SPA TILE. -%��% LIN, FT CAP TILE ���G UNr FT. i QECK SPECIFICATIONS _A.. ECK:. �`G COLOR ' fCG No. �.5� SO. FT. CHtT tck COLOR SO.FT.. I RITE ^ZY L UN.FT CONTROL JOINT COLOR MESIiG SC.FY, BELL FOOTER UN.FT CANTILEVER L REG, PER.FT, P�NTILEVER BRIQKBIN �� REG. —.=_-- COLOR — NO. ELEVATION (DECK`SHOUL' D FINISH) PATIO iTAISED. DECK 6' L.F 12' LF. !TPE SO.FTSCREEN .. ,II COLOR DOORSA PHONE:: HOME ; • OFFICE LEGAL DESCRIPTION F. PROPERTY: SUBDIVISION ' r�% O D ��•` BLOCK. PLATSOOK : 16 .: PAGE(S)450 :CUSTOMER'S SIGNATURE DESIGNED BY V)5 ; A.; A, DATE • 4 • i #OuI IOOd JOIT03 d04=Z0 90 22 gnu S.S LADDER (3 STEPS) CROSS -BRACED TYPE L9' MAX 29 Milrol 2'X6• BULLNOSE CER. TILE TEEL ROAR kAARCITE (LIGHT -COLOR ) OR 11ELyREiNF OTHER APPROVED FINISH )NCRETE ' EQUIL LINE W/ VALVE (OPTIONAL) 3" 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 REMIND SKIMMER. SKIMMER DETAIL NOT TO SCALE I8' MIN. I r4' DECK 0 UNE UNE 43 BARS 12' 0 C.E.W. All NOTE: FV Y SEEPS LADDER LWDEL 13ETAILLL LE�oE aL NOT TO SCALE 1`Q;' OREBAR 0 BARS 12' O.C.E.W. 72- GRATE32' ,MIN O RELIEF VALVE L POOL WALL 6' MIN. BALL ADAPTOR BALL RETAINER 1' BALI REINFORCING EYEBALL WALL INLET 03 REBM O 12' O.C..E.W. TO 8' OEP1N. NOT TO SCALE A REBAR O W O.C_LW. OVER 8• DEPTH. TIE INTERSECTIONS w/ 18 GAUGE ALL BAR LAPS AT 40 CIA MIN. WALL SECTION AT SKIMMER NOT TO SCALE 4•-0' O 1r O.C.E.W. 0 E -W TPOOL WALL IS HS (TYPICAL) 1/2' PERFORM PIPE +A+�"����� �`^CE 2' O.C.E. ( S SECnON THROUGH MAIN BRAIN SECTION THROUGH LIGHT SWIMOUj (DTL) BEAM HATH FIXTURES NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ALTERNATIVEn I VENT COVER SFF NOTE 22 VENT COVER SEE NOTE 22 Copyright 2005/2008 BBCCEEDeep Division FLORIDA It. .d Plans, notes. peoif and state code enk BRYAN C ENGINEERI DE Alma mom AOM 941E em wso or AN MY8E1v f1 R81101AK119PAN1PY AAD m41E• Dmf RNM AAO AW1W ROP L4= OY AE A=Vr AEgi1I17I awhir Or Am A1*SEAICW W °f� WVMW ALSO Aft V. - DE MW 99= MVIA SISIAIY M ME ABTAUM N ,/COSMAIII MD9 M WACAM M REC Of8OI 11111L. - OMWILP AI WrALL 11118 Y mw amp SYSw N AOMMAW WN MC KCMV 4241ddl - ALL AFM M ME 5MMU 40 PIC 9EAWIVr AOF Aq WOKAt UK= ODOMg MILD - DE am ave /EFTS DE AlgaQi em or OF Mfg/ASW A1121IId1-W MO MW COW AW AE AEtXalE1O13 a< AWIAW A111M8V IW ACIP AND -VAN AAD dOY 04MOME - DRS APAIAIIG AD 51RROAwr awmAms 99EORI WV amwa am RE 1w MEAKDS AID 14IDW Or 04VSIRU XK AIM M ON3111400n 810=1131 ! WA M SrEO UMV a144M OV 11E MAI DE aM19M QPAPAW 90' ELBOWS SECONDARY SUCTION AND I r2- 90' ELBOWS IAM -W Id' M" MM1001 14' MA KO urRiw Ar m MNMull�te' w, vM10 V IMt' YAX MOX SPA TYPICAL (DTL) MOX POOL TYPICAL (OTL) NOT TO SCALE NOT TO SCAL[ AND 8'MIN 4. DECK / BARS 12' O.C.E.W. pB ,Wti pp�� PLANS ALTERNATE BEAM I NOT TO SCALE 2-03 BAR-, 1 r 8- MIN. .14" BECK UNE "'RETURN UNE T2' BARS'W POOL ALL IS THICK tTYPICAL�• ALTERNATE BEAM J1 NOT TO SCALE 8'MIN 4' DECK BARS O.C.E. .0 E.W. I, „ POOL Y IS 8• THICK (TYPICAL) ALTERNATE BEAM 111 NOT TO SCALE • THESE PLANS HAVE BEEN DEVELOPED OVER AN EXTENDED PERIOD OF TIME. THEY HAVE BEEN ENGINEERED TO CONSIDER MATERIALS, CRAFTSMANSHIP AND DEVIATIONS THEREOF. BCE.INC HAS OBSERVED FAILURES DUE TO IMPROPER WORKMANSHIP AND DEVIATIONS IN MATERIALS. BCE ATTEMPTS TO ACCOUNT FOR THESE VARIATIONS IN THE DESIGNS AND HOPES THE BUILDERS WALL NOTIFY US WHEN MODIFICATIONS ARE REQUIRED. STRUCTURE MAY VARY IN DETAIL DEPENDING ON THE CON0I7IONS SURROUNDING THE AREA IN QUESTION. IN MOST CASES, 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 SUPPORT AND 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 BCE SIGNS AND SEALS THESE PLANS. WE EXPECT THE BUILDING DEPARTMENTS WILL INSPECT THE FINISHED PRODUCT TO ASSURE THAT THE STRUCTURE CONFORMS TO THE APPROVED PLANS. CLANS SHALL CONFORM TO THE REQUIREMENTS OF NEC 2002. ARTICLE 680.1 NOT TO EXCEED VELOCITY OF 10 FEET PER SECOND 1��`.O FOR PRESSURE PIPING AND 8 FEET PER SECOND FOR P� �p ( SUCTION PIPING P EQUIVALENT LENGTH OF STRAIGHT WST�COMMMIr NTH MILES/ASME AA11111ta M) W� vAIiIOUS PVC FIT1NiGS TMU ;00 -PIPE - Y T ta%fdv-TV C1� O oro ELBOW 3'-8' S• -o ALTERNATIVEO -1 F_4s13801V r -o 2-s MAXIMUM DISTANCE TO VENT -L 2 T CONNECTION I...w 2'X1-1/2' T LENGTH OF ATM06RIEIaC 1W gPWCe MAXIMUM DISTANCE TO VENT- MHMUM 18'-0', MAXIMI JO -G T CONNECTION V -O* -1/2' 2' SUCTION PIPE-) VENT PIPE 2- 9M ELBOWS 2,XI-1/2, 2'SIIC110N PIP VENT DOVER SEE NOTE 22 L VEN-POOL SAFETI' OEVIGi IIOT HAS (N.T.S.) (N.T.S ) THE ACTUAL SUCTION ENTRAPMENT ATMOSPHERIC VENT APPROVED SWIMMING POOL, SPA AND WADING WAS ACCOMPLISHED. THE MAXIMUM VACUUM WITH ONE SUMP POOL DUAL MAIN DRAIN ATMOSPHERIC VENT PLUGGED AND A BQOY ENTRAPMENT ON THE OTHER SUMP ARRANGEMENT COMPLIANT WITH 424.2.6.6 OF NEVER EXCEED 4.5 OFTHRERCURY. THE ENTRAPMENT RELEASED THE FLORIDA BUILDING CODE and an VENT COVER SEE NOTE 22 -1/2• VENT PIPE ANTI TRAPMENT COVER TYP. COVER MUST COMPLY WITH SI/ ASME A112.19.6 M) PVC f",2X.OR3* 2• TO 4- MAINPUMP T UNE pppL ¢1-1/2' VENT PIPE THS r1TY�PIGIL) 2006 PLANS CONFORM TO THE 2004 FLORIDA BUILDING CODE NOTES- I CHAPTER 41 SECTION 4101.6 ENGINEERING DESIGN. I. CONCRETE SHALL BE PNEUMATICALLY PLACED, GRADE A. 2500 PSI AT 28 DAYS OR SHALL BE MACHINE MIXED, GRADE A. 25W PSI AT 28 DAYS. 2. REINFORCING BARS SHALL CONFORM TO ASTM A15 -58T AND A305 -58T. 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. 5. 00 NOT TURN ON POOL LIGHT WHEN POOL IS EMPTY. 6. IF USING 12V LIGHTS, 00 NOT TURN LIGHTS UNTIL THE JUNCTION BOX HAS BEEN MOUNTED ABOVE GRADE BEYOND THE DECK. AND INSTALLED TO MEET BUILDING CODES. IF 110V LIGHT IS USED, A G.F.I. OUTLET OR TRANSFORMER TO STEP THE VOLTAGE DOWN TO 12V MUST BE USED. 7. SUITABILITY OF THE SUBGRADE SOILS FOR PRONGING PROPER SUPPORT TO THE POOL SHELL AND ADJOINING DECK SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. S. 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. 6X8,10/10 W.W.M. OR FIBERGLASS MESH SMALL 13E PLACED IN THE DECK AROUND THE POOL SHELL. 12. A BONG 13EA M WHICH IS AN INTEGRAL PART OF THE POOL SHELL, SHOULD BE CONSTRUCTED WITH ALL CONCRETE SHELL POOLS. TWO CONTINUOUS REINFORCING STEEL BARS SHALL BE PLACED IN THE BOND BEAM ALL THE WAY AROUND THE POOL. 13. A MINIMUM WALL THICKNESS OF 6 INCITES IS REQUIRED FOR 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. 18. IF THE SEASONAL HIGH WATER TABLE IS AT OR ABOVE THE BOTTOM ELEVATION OF THE POOL SHELL, AN 8' MIN. GRAVEL BED WITH A 2 - PIPE PLUMBED TO THE SURFACE SHOULD BE INSTALLED BELOW THE DEEP ENO. 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 M 00 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' MART W/VACUUM BREAKER ARE REQUIRED TO MEET CURRENT REQUIREMENTS. 22. PROTECT THE OPEN ENO OF THE VENT WITH AN INSECT-SCREEN(3/W 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 M CONSTRUCTION. 24. PRIMER AND GLUE ON EXPOSED ABOVEGROUND PIPING NOT REQUIRED TO BE COLORED. 25. PRESSURE TEST ALL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER STATIC WATER OR AIR PARE TESTOF NOT LESS THAN 35 PSI FOR 15 MINUTES. 26. EQUIPMENT INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 27. CHECK VALVES. WHERE CHECK VALVES ARE INSTALLED THEY SHALL BE OF THE SWING SPRING OR VERTICAL CHECK PATTERNS 28. ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW ENO WHERE WATER DEPTH EXCEEDS 24 INCHES. IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET, THERE SMALL BE A LADOOM STAIRS OR UNDERWATER BENCHES IN THE DEEP END. 29. SKIMMERS SHALL BE INSTALLED ON THE BASIS OF ONE PER 800 SQ FEET OF SURFACE AREA OR FRACTION THEREOF, AND SHALL BE DESIGNED FOR A FLOW RATE OF AT LEAST 25 GPM PER SKIMMER. 30. APPROVED MANUFACTURED INLET FITTINGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SOFT OF SURFACE AREA. WHERE MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET. 31. VAC -ALERT SAFETY VACUUM RELEASE SYSTEM, MODEL VA -2000. THIS PRODUCT HAS CERTIFIED BY THE APPLIED RESEARCH LABORATORIES OF MIAMI. FLORIDA AND MEETS 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 -APPROVE 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 APPROVAL AND RECOMMENDATION TO HAVE THIS AS AN ALTERNATIVE TO THE DUAL MAIN DRAINS AS SHOWN ON OUR STANDARD MASTER POO, PLAIN. THIS MAY BE USED IN PLACE OF VENT UNE. ALTERNATIVE 3O L (SEE NOTE 31) r arAc ted on this sheet and all attached sheets have been prepared to most Florida BuIldinq Code 2004 standards for Orange, Seminole, Osceola, POLK. & Lake Counties of Central Florida. It is the reeponabAityto verify with local , %!.a rea and ordinances for the aof oalstruction. This must be done prior to the use o this document or any attached documents for any purpose. , county, aty, a and other copyrights N these plans. Ideas, and designs. These Ideas, designs and plans -ore not to be copied or changed In any manner or form whatsoever, nor ore they to be assigned to any third party without first obtaining the AL UCA10. 006=7 C4 W � N D a 416 W O W W Z IE 0 �a thv a� 1 ppJ = OL 7 U Z I _ h Z w U�g a 19- Z Z, a! W an ^ U �j�tl Z g a 03 W U m H NOT TO EXCEED VELOCITY OF 10 FEET PER SECONnOR FOR PRESSURE PIPING AND 8 FEET PER SECOND SUCTION PIPING A19 FOOWAW^ REO(Aw EXCEPT wim AOAR ssm fRQ9m (AVWK AA- SUB NIO1H AV NE AWWAaV OF WHE PWllARY POOL EHC ORME DAMS J2 FT. IMN A 1)PE A FWWWG IS RE0D1U. SUBS SHALL BE A A61d" OF J-111'(4' NCNAIVAL) 1 AW.. )WIE FOLL N M COMM ALSO APPLY. - 71E SUB / FOUNDA AAV SHALL BE aEARED OF OEM ROOIX ANO AAIIPACIED PRIMP 10 PLACEIIENr OF CAVOP X - MGAWIMC SUBS AND FOOWWGB SHALL BE AdAMUNI 2500 PS OatlOP t NIWH 6Xt£10X10 Now NAPE am OR PaIA<7P MW MAY BE !/SED W LIEU OF HEST[ - F LOCAL BUILCM COVES REaff A AWMN FOOWWG LW nFE A FW AVG OR FW 40 SECIWQNS REMINED BY LOCAL CORE LOCAL OWE GOYERn - PE FaWAWAaV SHONN ARE BASE ON A AOMMIBI SOL BEARWG PRf35lW OF 20100 PSW: BEAMW C4PA0IY OF Sial SHALL BE YERM, MW 1D PLA6>fVG WHE SUB BY fa o SAL WEST CVP A SOL IESMW LAB - ALL REBAR 10 HAW J• AN 0099. �;Fljht 2005/22006 FLORIDA All Rlphte CONC. PAVERS #5s CONT. 3" MIN. COVER COMPACTED 2000 P.S.F. FILL © TYPICAL PERIMETER FOOTING �u�u—u—a—u—u—■ JI=11=11=11=11=11=llc e. —M --N#59 CONT. " MIN. COVER COMPACTED 2000 P.S.F. FILL © OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 10'-12• SLOPE 2'-0* AAN 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. `—COMPACTED 2000 P.S.F. FILL FLAT SLOPE / NO FOOTING 12 2• SLOPE FM w/ (2) A —4' OMC. — p ROSM T19. NT BAR w 2Y LAP E.w. OF 2 CORNER BAR DETAIL w/ (1) A A RD3M TVP. KNTBM w 26• LAP ESL OF 2 CORNER BAR DETAIL PAVERS �2 # CONT. • 3" MIN. COVER COMPACTED 2000 P.S.F. FILL Q TYPICAL PERIMETER FOOTING CONC. PAVERS COMPACTED P.S.F. FILL Q OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 12 10•-12•ISLOPE 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. I `2 #Ss CONT. ILjg'•� 3" MIN. COVER • COMPACTED 2000 P.S.F. FILL ©OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 10•-12 SLOPE G FOR RESIDENTIAL POOLS HAS BEEN DESIGNED TO 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. I A_ I`1 "#5s CONT. 3 MIN. COVER COMPACTED 2000 P.S.F. FILL 0 TYPICAL PERIMETER FOOTING MODERATE SLOPE FOOTING 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. WMI'MoItU LUUU P.S.F. FILL Q OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 4" CONC. SLAB W/ 6X6 10-10 W.W.M. OR FIBER MESH. —i \-2 #5s CONT. \ 3" MIN. COVER r COMPACTED 2000 P.S.F. FILL Q OPTIONAL PERIMETER FOOTING STEEP SLOPE FOOTING 10•-12 SLOPE PIANS REVIEWED , CITY 4F ShtjfORD uric rvcvlvir<cmclriy OF SECTION 4101.6 OF THE RESIOENSIAL FLORIDA CODCUILUIIrGI' Resesvod E 2004 EDITION. I no= Plans, notes, specifications. details, and all other information depleted on this shoot and all attached sheets hors been prepared to meet Rarido guiding Code 2004 standards for Orangs. Seminole. Oseeolo. POLI(, & Lake Counties of Central Florida. It Is the resimsbiityto verify with local, county, dty, and state 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 y BRYAN C ENGINEERING. hereby reserves Its common law copyrights and other copyrights In these plans. Ideas, and designs. Thew Ideas, designs and plans aro not to be copied or changed In any manner or forth whatsoever, nor are they to be assigned to any third party without tint obtaining the 6 express written permis"llram BRYAN C ENGINEERING. 2006 . C4 Is 1�1 N 8 0 D ttyy M 41 0- WZ Zf is o INa:ad Y 0 G J = a. 31 U Z 0 Z nF w �g Z ids v �$a o 8 Z m �W U in