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HomeMy WebLinkAbout308 Willow Bay Ridge Stv -"T Permit # : e Job Address: -q 5 i Description of Work: Historic District: CITY OF SAI'; FORD PERMIT APPLICATION Date: Jo o L 15'x 3 0,* Value of Work: $ 4 r/l,;Z�- 6- y "ECEIVED OCT 12 2on5. 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 _'2�-- Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: _ �' ` - 3 06- (Attach Pryof of Ownership & Legal Description) Owners Ngme & Address: Contractor Name & Address: kRA fl P`i 1 Phone & Fax: ttQ /- Bonding Company: _ Address: Mortgage Lender: _ Address: Architect/Engineer: Address: 1-11-7 Phone: %*-V _A — %P n 1 l_ J State License Number: CTC 0 A101 -En ContactPerson: & �QO,QD t�l Phone: Il l -pqq01 Phone: 7 ©7' (0& 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 o 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,ad4iiional 4rjnits required from other governmental entities such as water mapa&gment c}iS)ricts, state agencies, or federal agencies. Acceptance of permit is v r' tca n ha I will notify the owner of the property of the requirements of F d e FS 713. Signature oe/OwneriAgent Date Sign tur of tracto gent Date kMm` 4 Print Owner/ ent's Name Signature of Notary -State of Florida Date aw Eric Heileson :Q • My Commission DD317772 Owner/Agent is Personally Known r Expires July 09, 2008 Produced [D APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: Print Contractor/Agent's N P ,77 Signature of Notary -State of Florida ,r Eric4WIeson My Commission DD317772 Of ad Expires July 09, 2008 Contractor/Agent is ersonally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) A CITY OF SANFORD PERMIT APPLICATION Permit # : nn n� Date: Job Address: 301 LiL bL. —r94J k I N fc� S -F < LQ i Al" Description of Work: W tK I n r� Cl.� I Mal I n ` Historic District: Zoning: slue of Work: CIO Permit Type: Building Electrical X 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 #: 'S �-d- /1-30-503. (/ loco -11`7 6 6 {� (Attach Proof of Owne ship & Legal Description) Owners Name & Address: G4WTf_X ff1DM eA � X <' / I� a/_/1,4c L4_1�S Contractor Phone & Fax: Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: Phone: f �% Address: S I p cu I,— tet- if i -- State /License Number: n � "o t{a ��' �5�' Contact Person: /-1 6 rfit in % Phone: (40-7 Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of� permit, there may be additional restrictions applicable to this property that ay be found in the public records of this county, and there may be add�nal per required from other governmental entities such as water management dis ts, state agencies, or federal agencies. Acceptance of permit is ve ' a 6 tt t ill notify the owner of the property of the requirements of Flo a FS 713. q - 2"s` - Signature o Own Agent Date Signa re ctor/ ent • w.vn v � � r • ���s/ Print O',w,06/Agent 's me zg Signature of Notary -State of Florida Date Nis �.► Eric Helleson ' My Commission DD317772 Owner/Agent is ersonally Kt res July 09, 2008 Produced ID APPLICATION APPROVED BY: Bldg: (initial & Date) Special Conditions: Zoning: Print Signature of Notary -State of Florida _4?s -1/115- Date —n—os— / n_os'`— �' qua" EricCoHeeiilreson Contractor/Agent is Person n M fission DD317772 Produced I orw; Expires July 09, 2008 Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I http://www.scpafl.org/pls/web/re_web. seminole_county_title?PARCEL=22193050300002760&cb... 9/23/2005 T A 279 DAVID JOHNSON. CFA. ASA 2b PROPERTY, APPRAISER ,, SEMINOLE COUNTY FL. 1101E. FIRST sT T P° T _ SANFORD, FL 3 277 1-1 468 2p? 407-665-7506 1.0 a 1 9 2u5 T3 2 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of -Buildings; 0 Parcel Id: 22-19-30-503-0000-2760 Depreciated Bldg Value: $0 Owner: CENTEX HOMES Depreciated EXFT Value: $0 Mailing Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $29,5 0 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Value Ag: $0 $ Land Property Address: 308 WILLOWBAY RIDGE ST SANFORD 32771 Just/Market Value: $29,500 Subdivision Name: PRESERVE AT LAKE MONROE UNIT 2 Assessed Value (SOH): $29,500 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $29,500 Dor: 00 -VACANT RESIDENTIAL Tax Estimator 2005 Notice of Proposed Property Tax 2004 VALUE SUMMARY SALES 2004 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp Qualified 2004 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS:PWS• Frontage Depth Method Units Price Value LOT 276 PRESERVE AT LAKE MONROE LOT 0 0 1.000 29,500.00 $29,500 UNIT 2 PB 66 PGS 10 & 11 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web. seminole_county_title?PARCEL=22193050300002760&cb... 9/23/2005 N011C Off` COMMENCEI EN State of Florida County of Seminole Permit No. Tax Folio No. (PID) f 9 -30 - 5-,6 3 - cS 000 - '17 & 0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 71.3, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) (®i a76 ®r21- S2t19-- A• C�4Ki_ �M®j�jao U�jrTa a � D i.�t i .9-t!' 62t i� L _.., 7� . c4 n1 �2 r � L '7 7 1 NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER•(IF OTHER THAN OWNER) CONTRACTOR Name and address Ne4h L 6AE R y -- Ce, e, A,/, on%, '1/7 96e Ki 1. :�A— A. A .,A - - / P_ ♦ r �. SURETY (Bonding Company) Name and address Amount of Bond DOCUMENT PREPARED BY: LENDERSts too raA 4ve Name and address 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 In addition to himself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement r CERTIFIED COPY (The expiration date is 1 year from date of recording unless a ff r dat s.specified.) yiARyA.NN SE I ,I-tLERK 0 CIRCUIT COURT /� f� � l 11 SEMIIVOL jq'NTy FLORIDA Signatur6 of Okvner c ER Sworn to and subscribed before me this Ic Day of ®CT9 ;2 2005 Efic Hafl.. My Commission Expires: Notary Public , :MYCommission. DD31m2 OF n ExWres July 09, 2008 The foregoing instrument was acknowledged before me this day of by (name of person acknowledgeft who'is persona y own me or who has produced (type of identificationas i enti is tion and who did / did not take an oath> ABRAMS - TOWN & COUNTRY ELECTRIC (Mailing Address) PO BOX 2014 APOPKA, FLORIDA 32704 Please refer all calls to: 407-345-1237 Fax: 407-345-1034 TO WHOM IT MAY CONCERN: PLEASE ACCEPT THIS LETTER AS MY AUTHORIZATION FOR THE UNDERSIGNED TO ACQUIRE ELECTRICAL PERMITS IN MY BEHALF FOR ABRAMS - TOWN & COUNTRY ELECTRIC, (ELECTRICAL CONTRACTORS.) -- -- �L64F-Gofil FOR THE JOB LOCATED AT (A)) I /Ow/� ki�I'r I LOTj,')(0 BLOCK r PROPERTY OWNER SUB -DIVISION G��;aEs•PNQ STATE TIFICATIMY5028 0000148 eeper (407) SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF Q (month) (year) IN �'� COUNTY F RIDA S/S NOTARY F C STAT F F RIDA MY COMMISSION EXPIRES POWER OF A'TrORNEY Date: V � �-_Q, - I hereby name and appoint A os Of �- C J(.�J d to be my lawful attorney Q�)� In fact to act for me and apply to the Building Department for a fill permit For work to be performed at a location described as: Section Township 'R'ange Lot Block Subdivision (Owner of Property and Addre ) and to sign my name and do all things necessary to this appointment. 14f'i" eTJI 2, Type or Print Name of Register or Ceytifi d/�o for nd: Contractor's License Nu l �/ m Signature of Reg'(sterV Certil7ed 1 The foregoin instrument was acknowledged before me By 0." 1!! /6� Who is personally known to me/who produced As identification and who did not take oath. State of Florida Countyof serk,/A� Notary Public, Orange County, Florida day of ©d of 2Q2_�7 %a a� F�_�► nit. E RESIDENTIAL SWIMMING POOL, SPA, AND HOT TUB SAFETY ACT NOTICE OF REQUIREMENTS I, (contractor print e , � �� ontractor license #Q �o and I (we) r° if A . e v LLt\ 1A -J t< (please name(s) of homeowners) acknowledge that a new swimming ool spa, andjor hot tub will/ be constructed or installed at (please print full legal address including house number, street, 6nd city address) and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. V eowner, please initial the method(s) to be used for the pool, spa, and/or hot tub.) The pool will be. isolated from access to the home by an enclosure the ol barrier requirements of Florida Statute 515.29 and shall meet the (Coof the 1997 Edition of the Standard Swimming Pool Code, Section 315. • The pool will be equipped with an approved safety pool cover that complies with ASTM Fi346.91 (Standard Performance Specifications for Safety Pool Covers for Swimming Pool, Spa, 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 and shall meet the requirements of the 1997 Edition of the Standard Swimming Pool Code, Section 315.2.1.9 (1). • All door 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 inches above the floor or deck, and shall meet the requirements of the Standard Swimming Pool Code, Section 315.2.1.9 (2). 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 fine p to $500.00 and/or up to 60 days in jail as estab ' hed in Chapter 775.08 F. an1 result in disapproval of final inspection}( OWNERS NAME (pleAe print) R, ANU1::AGTURE,V 13Y VACALERT'" INDUSTRIES,LLC FORT PIERCE, FLORIDA www.vac.alert,com Vac-Aiert ' Madel VA -2000 SVRS Unit i'leacts In Loss Than A Second To Oulckly Release (dangerous Purnp Suctlort Vac+.aUrn, A Totally Mechanical, NOn-Electric Safety System, The VA -2000 VAS Is Ent y To Install, AdjUst.Arid "Vest. Vac-Alott's Fall Safe D.esigrl is Manufactured With 0111y Engineered Plastics And Type 316 Stair)jesa Ste4r1 Long -Litt: And Rell�able Sr'rvice. The VA -2000 SVRS Provides A Crltioal Layer Of Protection Against Sody Or Orb Drain Suction r-:n#rapmerjt. Tests Conducted By Independent, Third Party Lobo ratory Demonstrate That Vac -Alert's Modal VA -20.00 Meet,4 Or Sxceeda The Performance Requirements wet By IAPMO IGO 160.2002 Fot Suction Uft Appiicatlons. The. VA -2000 SVRS la Hocked By A ; -Yeear Limited MArlUfawttrrer's Warranty, SEFIVIOQ CONTAoT; 'ei: (60'0746-3334 tax; (501) 746-93,10 Roel Office Box 1mg, Jur)fl i, FL 03460.1000 n �'o PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 276, PRESERVE AT LAKE MONROE, UNIT 2 AS RECORDED IN PLAT BOOK 66, PAGES 10-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. IMPERVIOUS CALCULATIONS (LOT ONLY) SOUARF FOOTAOF (IIP TD CARR) 1"= 30' GRAPHIC SCALE 0 15 30 LOT 276 CONTAINS 5750 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 1595 SQUARE FEET t TOTAL CONCRETE 604 (WITHIN LOT ONLY) SO. FT. t TOTAL SOD 3551 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 38% t "7 LOT 277 `-rc5iAL- -jL-5t-A'4��(-Outj; PoOL4 LOT 276 UP TO CURB CONTAINS 6300 SQUARE FEET t THIS STRUCTURE CONTAINS 1595 SQUARE FEET t CONCRETE 937 SO. FT, t INCLUDING (SIDEWALK/APRON) TOTAL SOD 3768 SO. FT. t TRACT 1 S u 8 STORMWATER d d 50.00' S00'06'05"E 'I ° -----PLANS REVEP.�OPI-�-, UTY OFi I I' I r7 i I 15,0' ___..._.._. 40.0'W R1z 5.0' 0 — 40.00'zwL(7 a `'' PROPOSED 2509 pF �%0 C & D o FINISHED FLOOR 9 -ji}- 'O' L6 o ELEVATION=15.70 n DO 00(n z 'n 6.3' n 20.T S.0' 13.0' I "i o1v ---- 4.1 10' DRAINAGE & UTILITY EASEMENT:."'-,',;.;,`..+: 50.00' �Toa4L 1 (V-)\0 7 - - - - - CENTERLINEOF7 RIGH T -OF- WAY WILLOWBAY RIDGE STREET 50' RICHT-OF-WAY BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: CENTEX HOMES 1. ELEVATIONS SHOWN 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 FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 276 BEING N89'53'55"E PER PLAT. (FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM45529 LOT PLAN 5/9/05 SDO DRAWN BY: Lor FIT 6/04/04 SDD LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE X PROPOSED ELEVATION PROPOSED DRAINAGE FLOW O CONCRETE LB LICENSED BUSINESS LS LICENSED SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP ,PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD PB PLAT BOOK R RADIUS PGS PAGES 32789 (407) 426-7979 y • � 4L �,f e UP UTILITY PAD MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CS CONCRETE SLAB C CHORD LENGTH S0. FT. SQUARE FEET NG NATURAL GRADE R/W RIGHT-OF-WAY PSM PROFESSIONAL SURVEYOR AND MAPPER 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 VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. Gv FOR THE FIRM S JAY JILES PSM #4997 DATE V------------ LIGHT 3'0 5 FT DEPTH 1. 2'0 3'0 Wn VORTEX COVER \ MIO ASTM/ANSI Al 12.19.6 2`2`0 1'8 SG WI—MOUd lI SKIMMER 3'0 36'0 6'0 3 FT DEPTH 1'8 4'0 21'0 510 2'6 2'6 6'6 7'6 810 76 50 19'7 5'6 6'6 7'6 1110 14'7 810 7'6 d 12'6 I 116 10 2'6 � 4'0 + 4'0 6'0 1110 }— 50 8 INCH W 1 #5 REBAR SCREEN FOOTER 2'0 1 DOOR 3'0 2'0 POOL EQUIP FILTER type DE 3e size 36 sf CLEANER NONE STD electric YES EXTRA lights 0 INLINE chlorinator YES PUMPJmotor HP >44 Max W 15 Max L 30 SITE Tree/stump removal OTY 0 Deep end LADDER 0 spin 3 to 5 to 0 Fence removed by NONE HANDRAIL 0 GRABRAIL 0 as 369 st Cap. 11,070 gall. Fence replaced by NONE Waterline TILE, std/upgrd STD rrim. 78 ft P8Spa per. ft Concrete removed 0 sf TILE: IC -105 BY: LAUD NIMOUT (total length) 4 ft Sawcut, concrete, length 0 ft Trim TILE, type. NONE Qty/ft 0 sep end LOVESEAT 0 ft Engineering/shoring 0 ftBorder type ft tallow end LOVESEAT 0 It -Frame 0 1/2 out 0 All out Pool LIGHT 300 Watts 12 Volts FEP length, total 0 it I DIG TYPE STANDARD DIG Extra POOL LIGHTS 0 Qty sised BOND BM FT 6" 0 DOOR ALARMS 0 AMT Pool INTERIOR finish SUNSTONE 12" 0 18" 0 24" 0 1POOLALARMS 0 AMT INTERIOR color NATURAL 6" -ft 0OTHER: PREFILTER water NONE rHER ITEMS: NOTE: DECK COLOR TO BE TAUPE SAND K CONCRETE WITH FIBERMESH NOTE: TILE SELECTION TO BE INDIAN CREEK IC -105 NOTE: POOL INTERIOR TO BE SUNSTONE NATURAL 111511 13-311E 3 CENTEX HOMES (HASSAN) H Tel 407-654-0807 hddress FILTER type DE 3e size 36 sf CLEANER NONE STD electric YES EXTRA lights 0 INLINE chlorinator YES PUMPJmotor HP 1.00 Type CLEANER stub out only NO AUTO sanitizer NONE Extra pump/mtr HP 0 Type INFLOOR SYSTEM NO HEATER N/A POOL RETURNS 3 AMT FLOOR hds 0 Other hds 0 HEATER type NONE SKIMMERS .1 PLUMB. run ft 25 THERAPYjets 0 SPRAYjets 0 SIZE NIA Dual therm. NO OTHER: Color WATERFALL NONE QTY REMOTE SYSTEM NONE 0 DO DRAIN SIZE SEE DETAIL HP SPA remote NO NONE 0 It SPILLWAY spa model 0 FIBEROPTICS NO E 4SH AREA 441 STD electric YES EXTRA lights 0 BLOWER NO HEATER NO REM light sw NO EXTRA pump 0 QUA LINK NO SPA remote NO AUTO sand. NORemote stand NO SERV upgrd NO FIBEROPTICS NO OTHER: 0 PREP patio SCREEN BY: ACTION CHILD FENCE BY: FENCE BY: d 385 DOUGLAS AVE ALTAMONTE SPRINGS FL 32714 Construction Tel (407) 681-2192 FAX NUMBER (407) 661-9091 - ACRYLIC AREA 441 SPA size sf 0 PERIM cant 0 DR TAUPE SAND DAM waft length ft 0 Width 0 patio sf 0 PREP patio 0 BLOWER hp 0 LIGHT 0 0 type ACRYLIC 0 SPAJETS 0 RET lines 0 TILEVER 81 ACR band 0 SPA raised 0 AIR switch NO ) width " 0 Color 0 GLASS BLK 0 SF 0: QTY TERS It 0 DO DRAIN 36 BOOSTER PUMP O HP R type NONE 0 It SPILLWAY spa model 0 CRETE PUMP YES 441 SF SPILLWAY spa COLOR RT load NO RET wall NO GRAB RAIL 0 QTY 4DOWN deck 6" -ft 0OTHER: 12"- It 0 ITER FORMING 18"-11 0 0 ft K CONCRETE WITH FIBERMESH JFORCING. EMMELINE ses Name 111511 13-311E 3 CENTEX HOMES (HASSAN) H Tel 407-654-0807 hddress 308 WILLOWBAY RIDGE STREET Tel 0 ;Ity SANFORD _W F1 Zip 32771 Fax 0 Lot x 276 Subdivision PRESERVE @ LAKE MONROE !Phase 2 Plat Book 66 Page 10-11 County SEMINOLE Iner KEN GREGORY Drawn by KG Chkd Sold 614/2005 Scale 1/8" - 1"-0" GENERAL NOTES - t FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S POOL PLAN. 2- POOL WALLS SHALL BE 5" THICK AND FLOORS SHALL BE 6" THICK AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. 3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE 2001 AND ANSI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS. 4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40, REINFORCING SHALL BE # 3 BARS AT 12" O.C. EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 6' USE #3 BARS AT 6" ON CENTER EACH WAY IN THE AREA OVER 6'. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT A SEPARATION BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER, SHALL BE 1 34". 6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WITH #8 AWG COPPER WIRE. #8 AWG COPPER WIRE TO BE RUN INTERNALLY AND EXTERNALLY WITH THE NEC APPROVED PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF POOL GROUNDING TO PANEL GROUND BY ELECTRICIAN. 7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY, ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN IT'S ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 8. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 9. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 10. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AN ORDINANCES. It CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO AREA. 12 IF A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAK WILL BE PROVIDED. 13. ALL STRUCTURAL FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. A ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN ON—OFF SWITCH MOUNTED FOR EASY ACCESS TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RELIGHTING THE PILOT LIGHT. 15. SPAS AND HEATED POOLS SHALL HAVE A COVER DESIGNED TO MINIMIZE HEAT LOSS UNLESS 70% OF THE ENERGY FOR HEATING IS DERIVED FROM NON—DEPLETALBE ON—SITE RECOVERY SOURCES. 16. THERE SHALL BE GLAZING IN DOORS AND WALLS OF ENCLOSURES FOR HOT TUBS, AND OTHER SUCH FACILITIES WHERE SUCH GLAZING IS LOCATED 36" OR LESS FROM A STANDING OR WALKING SURFACE WITHIN THE ENCLOSED AREA OR LESS THAT 60" ABOVE THE FLOOR OR WALKING SURFACE. T7. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. WATER UNE-/ I LIGHT 57 6" TILE / 6" MAXIMUM RISER = 12" 1 MAXIMUM TREAD = 10' (240 SO. IN.) DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION LONGITUDINAL POOL SECTION BRICK COPING -6"X6" TILE SPILLWAY (WIDTH SEE PLAN) POOL WATER UNE L -6'X6" GLASS BLOCKS MOUNTED IN 2500 PSI CEMENT (IF SPECIFIED) #3 AT 12" O.C. EA WAY RAISED SPA DETA& III UNDISTURBED SOIL (NO VOIDS) TYPICAL SWIMOUT DETA& 151 VARIES - SEE PLAN THERAPY #3 AT 12" 1 18" SEAT O.C. EA. WAY (1ST SPECIFIED), GUNITE 2-8' H ANTI -VORTEX DRAINS SEPARATED BY 3'J THE FOLLONANG TABLE PROVIDES MAXIMUM FLOW THROUGH PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FT/SECT 2 85 GPM105 GPM 2 HP 2 %' 125 GPM 150 GPM 2 1/2 HP PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD (TDH) OF 50' AND FOR ESTIMATE ONLY. ACTUAL PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS. #8 AWG COPPER WIRE TIMECLOCK TO SERVICE PANEL JCT. BOX SPST TOGGLE F4' MIN. r SNATCH g" IN W.P. DISC PUMP POOL DECK 12 V TRANS 3 #12 IN %" COND 12 V/300 W W/ LOW ALL ELECTRICAL WATER CUT-OFF SHALL CONFORM OR 120 V.A.C. W/ GFI W/ ART. 680 PER N.E.C. N.E.C. 2002 El CTMAL DIAGRAM _ MARBLE PLASTER 0006 SPA �EC110N _, _rr,-==; � � -_ _ ...;j:...j,i FINISH THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6' ON CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL SHALL BE CONSTRUCTED AT 6- THICKNESS. THE STEEL MAT ANO SHELL WALL SHALL BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN THE MINIMUM REWIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD. TYPICAL WALL AND FLOOR wrrm ANGLE OF REPOSE 1 #3 BAR CONT. W/ ' 4' NOM. "FIBER MESH' CONCRETE DECK W/ SLIP 5" WALL -W/ 8"X8" BOND RESISTANT TOPPING ON COMPACTED GROUND BEAM USE 2 #3 BARS CONT. W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL) 4' MIN. JUNCTION BOX 8' MIN. (BY OTHERS) DISTANCE 18" MIN. TO LESS THAN EXISTING 1 ON 1 + 1 STRUCTURE -- 6" THICK WALL BY OTHERS) ( #3 BARS AT 6' O.C. EACH WAY OUTER EDGE OF DECK TO STEELTEX FORM _ MARBLE PLASTER 0006 SPA �EC110N _, _rr,-==; � � -_ _ ...;j:...j,i FINISH THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN 6' ON CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL SHALL BE CONSTRUCTED AT 6- THICKNESS. THE STEEL MAT ANO SHELL WALL SHALL BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN THE MINIMUM REWIRED DISTANCE AS DETERMINED BY THE 1 ON 1 + 1 METHOD. TYPICAL WALL AND FLOOR wrrm ANGLE OF REPOSE 1 #3 BAR CONT. W/ ' 4' NOM. "FIBER MESH' CONCRETE DECK W/ SLIP 5" WALL -W/ 8"X8" BOND RESISTANT TOPPING ON COMPACTED GROUND BEAM USE 2 #3 BARS CONT. W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL) 4' MIN. JUNCTION BOX 8' MIN. (BY OTHERS) 5 #3 BARS 12" O.C. EACH WAY STEELTEX FORM (OPTIONAL) POOL STRUCTURAL DETAA_S 8"X8" BOND BEAMI 2 #3 BARS CONT. MIN. 1 %" COVER OVER ALL BARS SEE NOTE 6" TILE 1 #3 BAR 5' ; CONT. W/ 5" WALL 1. MAIN DRAIN LINE 2. SKIMMER UNE 3. WASTE UNE 4. RETURN UNE 5. PRESSURE CLEANING UNE (OPTIONAL) 3 A. HAIR & LINT STRAINER B. RECIRCULATOR PUMP C. FILTER D. IN -UNE CHLORINATOR (OPTIONAL) E. HEATER (OPTIONAL) VALVE F. ANTI ENTRAPMENT SYSTEM 28" MIN. PER MANUFACTURER SPEC. LADDER TO BE CROSS BRACED PER (--- MANUFACTURER'S SPEC. 1--.--- ALL LADDER TREADS SHALL HAVE SUP RESISTANT FINISH - WEDGE ANCHOR AND ESCUTCHEON 3' MIN. 6" MAX. BETWEEN TREAD AND POOL WALL - TYPICAL SWM 6410 POOL_ LADDER SECTION BRICK1 ROW) DECK OVERPOUR ALTERNATE BEAM DETAJ"" C E N T E R POOLS & SPAS 385 DOUGLAS AVE., SUITE 2000 ® ALTAMONTE SPRINGS,+L 32714 MAR Q' 7 �Q05 CPC- 056984 DATE i-i.'SH'1" "RDSON, P.E. L. P.E. NO 19 171 GOLF DE NIVE ER PA K, FL 32792 PHONE: (407) 657-4133 FAX: (407) 657-4133 RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION DRAWING FOR CITY OF SANFORD NOT TO SCALE DWG BY DASH APPD AY r.uc 18" MIN. TO TO TRANSFORMER TOP OF LENS BY OTHERS) ( MARBLE OUTER EDGE OF DECK TO PLASTER FINISHCONFORM WITH LOCAL CODE REFER TO ATTACHED DRAWING -:i U.L. APPROVED 120 VAC/300W POOL LIGHT W/ FOR DATA REGARDING DUAL GFI OR 12V/30OW POOL LIGHT W/ LOW WATER SUCTION OUTLET SYSTEM AND CUT OFF IN U.L. APPROVED GREY PLASTIC VACUUM RELIEF SYSTEM FORMING SHELL W/ #8 BOND PER N.E.C. 5 #3 BARS 12" O.C. EACH WAY STEELTEX FORM (OPTIONAL) POOL STRUCTURAL DETAA_S 8"X8" BOND BEAMI 2 #3 BARS CONT. MIN. 1 %" COVER OVER ALL BARS SEE NOTE 6" TILE 1 #3 BAR 5' ; CONT. W/ 5" WALL 1. MAIN DRAIN LINE 2. SKIMMER UNE 3. WASTE UNE 4. RETURN UNE 5. PRESSURE CLEANING UNE (OPTIONAL) 3 A. HAIR & LINT STRAINER B. RECIRCULATOR PUMP C. FILTER D. IN -UNE CHLORINATOR (OPTIONAL) E. HEATER (OPTIONAL) VALVE F. ANTI ENTRAPMENT SYSTEM 28" MIN. PER MANUFACTURER SPEC. LADDER TO BE CROSS BRACED PER (--- MANUFACTURER'S SPEC. 1--.--- ALL LADDER TREADS SHALL HAVE SUP RESISTANT FINISH - WEDGE ANCHOR AND ESCUTCHEON 3' MIN. 6" MAX. BETWEEN TREAD AND POOL WALL - TYPICAL SWM 6410 POOL_ LADDER SECTION BRICK1 ROW) DECK OVERPOUR ALTERNATE BEAM DETAJ"" C E N T E R POOLS & SPAS 385 DOUGLAS AVE., SUITE 2000 ® ALTAMONTE SPRINGS,+L 32714 MAR Q' 7 �Q05 CPC- 056984 DATE i-i.'SH'1" "RDSON, P.E. L. P.E. NO 19 171 GOLF DE NIVE ER PA K, FL 32792 PHONE: (407) 657-4133 FAX: (407) 657-4133 RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION DRAWING FOR CITY OF SANFORD NOT TO SCALE DWG BY DASH APPD AY r.uc VACUUM LME PIPTIONAW VW SAFETY VACUUM FITTING _ 114 VEIf VACUUM UE MPrK 4 VW SAFETY VACUUM FITT9d0 \ IX1� VE M VACUUM UNE - VW SAFETY VACUUM FITTING \ 1X - I � tY. i r VE r AMWASMEAl 1i FMA) SKRAWER a` MMw r MAX it ANmORM 3 }�- r re SWIMMING POOL SECTION SKIMMER az \ M r ix FEATURE MMX Tr ANTIVORTEX O0vet r a L ra ra ` SUCTION aazm (MAIN oRAO+S1 SWIMMING POOL SECTION ALTERNATIF x SKKAI MER I :o:j �ucTION =T(MMM mm RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS IN ACCORDANCE WTH SECTION 424.2.6.6 OF FLORIDA BUILDING CODE SPA PU&W ANTIVORTEX covet 'I /1 r� 26 VE SUCTION WoRm 31' (MAN ORAaMB) SPA SECTION Ai TF�A- $KAN " ANTIVORTEX 56 COVER SPA 72' Ir VE M L re SUCTION aa.ET IMAM MIAMI) SPA SECTION ALTERNATE 'e' AN APPROVED VACUUM RELEASEZYSTEM SUCH AS THE VAC- ALERT.T" SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF DEVICE, INSTEAD OF EITHER OF THE TWO SYSTEMS SH0WIN. ATTACH PLACKARD WHISTATES THAT VENT 13 A SWIMMING POOL SAFETY TDEVfDEPERED VM SHOULD 140T ALTERNATE SUCTfOr ec. .21,�MAY a1CLU0E 1 ON THE BOTTOM AND ONE ON THE VERTKSAL 1NALLAR ONE EACH ON TWO (2) VENT ©OVER MAY BE GUTTER SEPARATE VElZTICA(• WALL9 VENT loloom ' WILL WNOT By MINFES ICRO 4CALOZ sw BAC MAM CONCONTAMINATION�-� 16 r Mr iiMINIMUM AL TE T rls ' re SUCTION INLET MAXWWrs TO VENT T µ� 1 -o CONNECTION' 1' — ALL SUCTION 4_ TO PUMP - PIPIW - r B MAXIMUM SUCTION PIPE VELOCITY SIX (6) FPS OR n GPM 0 J" '%"a ypyT PIPE T 1r MCL (1) VERTICAL TOLERANCE IS + 2' (I) WATER TO PUMP VE 11 CAP 1 !TO PUMP GREATER THAN Y 0 "T" CONNECTION VE 11 TO PUMP ti UP TO 2'0 PASS THRU CONNECTION --PLAN VIEW -- VE it CONNECTIONS VENTED COVER SUCH AS SKIMMER COVER W/ COLLAR VENT AND EXTENSION SET CAPFLUSH W/ DECK DECK 7��;3;UMP fr 0 PVC SLEEVE EXTENDED FROM COVER COLLAR VENT IN DECK CAP 4EX�TENSION THREADED COUPLE DECK�`�/�'/ '/.r/t /chi OFF DECK ' —,SECTION VIEW--" INSTALLATION OPTIONS sucTION Iwo ' INLET �Hmmm/ GRAM ALL VEW su - TIS- QGGESTEn PIPINGATMOSPHEIW VENT PIPE LENGTH DRAWING TO SUPPLEMENT MINIMIAYI =1 r MAxaMual- so' CONTRACTOR'S SPECIFICATION DRAVANG ON RLE THE MAMMUM VACUUM VAT" ONE SUMP PLUGGED AND TO RELEASE DUAL SUCTION INLET SYSTEM ABOOYENTRAPMENroNTHEOT}(ER SUMP WILL NOT EXCEEDED 4.S & ATMOSPHERIC VENT SYSTEM INCHES OF MERCURY IN 3 SECONDs FIAR 0 7 2005 E. NO 1-114 GOLMOE DRIVE PARK R. 327 PHONE (407) 067-4133 FAX (407)057-4133 P.E. -DECK- WATER LEVEL i--3' M�ft---i w a TYPICAL POOL AND SPA INSTALLATION SUCTION FLOW FOR RESIDENTIAL POOL = 8 FPS SUCTION FLOW FOR RESIDENTIAL sVA = 6 FPS CONTRACTOR MA CTION PIPE SIZE TO MEET THESE REQUIREMENTS F77- TO MAIN FRICTION LOSS 19' ' 26 31' L' 40' 56 72' PIPE LENGTH TO VE 0 - "L" - ELBOW FRICTION LOSS EXAMPLE THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN TO VEII IF USE 2' 0 PIPE W/ 2-80' ELBOWS AT 6 FPS IS 54' 12'= 42' VACUUM SUCTION ELIMINATOR - VE 11 AVE II IS REQUIRED FOR EACH PUMP PLUMBED TOA MAIN DRAIN C E N T E X POOLS & SPAS 385 DOUGLAS AVE., SUITE 2000 ALTAMONTE SPRINGS,+L 32714 CPC- 056984 MASTER D�ld�V! I C HOT TO SCALE DWD BY- GHS