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HomeMy WebLinkAbout110 Wilson Bay Ct (2)CITY OF SANFORD PERMIT APPLICATION Permit # : ® Ui -- 1 i7 Date: '_ Job Address: ! I (VJ I_a v' k�F�y c +t„�iZ Description of Work: Jr O L a' j i �x p r RECEIVED OCT 2005 RC VED AUG 2005 3l_6. Historic District: Zonifte. Value of Work: $4%, 31i5 ;�57 . —Uri 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 #: 004.1 1 -1 ' Owners Name & Address: Contractor Name & Address: Phone & Fax: `f U I -I CH -01` Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 1-11-7 G,9 Wl S cm:p7 / l7 -y (Attach Proof of Ownership &egal Description) 3 5 , ff Phone:Mrd Qin ! State License Number: Contact Person:1Ori Phone: 7� St1 Irp -6991 Phone: 7 ©7 ' iD 1 ” 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 lavas 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 requireme is 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 Ima4 bealditiolil permits required from other governmental entities such as water management 4iptricts, state agencies, or federal agencies. Acceptance of I will notify the owner of the property of the requirements of 1 ri 11AA IrT, FS 713. Signatur��T of O�Jher/Agent Date �+ ���6" Printgent's ame Signature of Notary -State of Florida Date 91, Eric Heikwn My Commission DD317772 Owner/Agent is Personally Ebq*es July 09, 2008 _ Produced ID S Date Print Contractor/Agent's N e / Signature of Notary -State of Florida Date Ow Eric Heileson • k4y Commission DD317772 <PerContractor/Agent is Ynall'j� n 9rJuly 09, 2008 Produced ID APPLICATION APPROVED BY: Bldg: �nol&Zo Utilities: (Initial & Date) (Imnal & Date) Special Conditions: � Ar'o FD: (Initial & Date) (Initial & Date) Permit # :_ Job Address: C3. Description of Work: W tK-t/1 Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION I Date: 9--Z-Z_ 0 S— of Work: $ %16 O v,!a 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 #: 7- 5 0- -')M- Owners Name & Address: Contractor Name & Address: P&yLMS Phone & Fax: 4u I Bonding Company: Address: Mortgage Lender: Address: (Attach Proof of Owners ip & Legal Description) Phone: `1 State License Number: G(� UUUU I `JJ Contact Person: J 46ra fnPhone: (407 (-T7- Architect/Engineer: Phone: Address: 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 requirement f this permit, there maybe additional restrictions applicable to this property that maybe found in the public records of this county, and there may; be d J 'oval rmits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is v ri ca i n ha I will notify the owner of the property of the requiremeno Florida Lien L FS 713. Signature of caner gent Date Signature of Contractor/Agent Date So re f7o�1 Print Owner/Agent's Name Print Contractor/Agent's e Signature of Notary -State of Florida Date Signature o of of Florida Date �`� Pub. Eric Heil2sort s My Commission DD317772 t Owner/Agent is _V_ Personally Know t MMe cprres Jury 09, 2008 Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: (Initial & Date) Zoning: �0" Eric Heileson My Commission DD317772 Contra r/Agent is Person wgpi{� qgy 09, 2008 _jZProduced ID [ 1/. ! �Q ti. (Initial & Date) Utilities: FD: (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=22193 0503 00002 700&cpad=WIL SON ... 3/11/2005 DAVID JOHHsoN, CFA. ASA PROPERTY APPRAISER r ° SEMINOLE COUNTY FL, 1101 E. FIRST 5T SANFORD,FL92771-1468 407-655-7506 X 91 m 1 O 1 - .�j 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 0 Parcel Id: 22-19-30-503-0000-2700 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner: CENTEX HOMES Exemptions: Depreciated EXFT Value: $0 Address: 385 DOUGLAS AVE STE 2000 Land Value (Market): $14,800 City,State,ZipCode: ALTAMONTE SPRINGS FL 32714 Land Value Ag: $0 Property Address: 110 WILSON BAY CT SANFORD 32771 Just/Market Value: $14,800 Subdivision Name: PRESERVE AT LAKE MONROE UNIT 2 Assessed Value (SOH): $14,800 Dor: 00 -VACANT RESIDENTIAL Exempt Value: $0 Taxable Value: $14,800 Tax Estimator 2004 VALUE SUMMARY SALES 2004 Tax Bill Amount: Deed Date Book Page Amount Vac/Imp 2004 Taxable Value: Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 270 PRESERVE AT LAKE MONROE UNIT 2 LOT 0 0 1.000 14,800.00 $14,800 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 Pax purposes. "" If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. Page 1 of 1 http://www.scpafl.org/pls/web/re_web.seminole_county title?parcel=22193 0503 00002 700&cpad=WIL SON ... 3/11/2005 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.) FOR THE JOB LOCATED AT zIn LOT BLOCK SUB -DIVISION PROPERTY OWNER 0% STA 148 SWORN AND SUBSCRIBED BEFORE ME THIS 2 7 DAY OF (month) 296— (year) IN ISeh^COUNTY MY COMMISSION Enrll'% ,3 POWER OF ATTORNEY Date. 2—Z.-Z—C)S I hereby name and appoint ttj dL /r ( LW IF-- [9VU4 Of Foo LL (M U(e�s `� `1J►t� i� to be my lawful attorney In fact to act for me and apply to the 0 TY OP SAUFOM Building Department for a � (,( i I k) C �%(»''L permit For work to be performed at a location described as: Section Township Range Lot Block Subdivision 1 V I (rn �C = 2G (Owner of Property and Addre ) and to sign my name and do all things necessary to this appointment. cpco Type or Print Name of Register or C[V Con tot nd Contractor's License Number nBrBn/�1 Signature of RegisterNr Certified 1 The foregoing instrument was acknowledged before me By JaiF'/Yl/Vl &1 tf-- ( 9/�1`-( Who is personally known to me/who produced As identification and who did not take oath. State of Florida Countyof Notary Public, Orange County, Florida of of Nas— �°°" Eric o ,g �Eom!dt D�9+1a7?,� w a�` Expires J* op, 2M RESIDENTIAL SWIMMING POOH., SPA, AND HOT TUB SAFETY ACT NOTICE OF REQUIREMENTS I,VIm ki gn4 (L, contractor license# S�G and m (contractor print nae) I (we) C fA� JTX acknowledge that a (please print name(s) of homeowners) ; new swipo q1, s a, and/or hot tub will be constructed or installed at UFSp o� SA MQ' Va C_ 3,;Z 2 f , (please print full leg I address including house number, street(and city address) and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. UtS 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 requirements of 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 F1346.91 (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 y f s up to $500.00 and/or up to 60 days in jail as es blished in Chapter 775.01�2Fg ill'result in disapproval of final inspectipry.1� , OWNERS NAME (please print) A' I, U LA3 tj (contractor I (we) C� new swi�?g IIF>i' ,,%I Ig RESIDENTIAL SWIMMING POOL, SPA, AND HOT TUB SAFETY ACT NOTICE OF REQUIREMENTS L. ,contractor license #C 34 and name) X hfb rM (please punt name(s) of homeowners) acknowledge that a d, spa, and/or hot tub will be constructed or installed at (please print full legal address including house number, street, and city address) and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statutes. a 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 m (CoEpool barrier requirements of Florida Statute 515.29 and shall meet the requirements of 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 F1346.91 (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, punish bl fm up to $500.00 and/or up to 60 days in 'aesta hed in Chapter 775.08 ill result in disapproval of final inspectioi. } DATE e>� — OWNERS NAME (please print) VOcuum �euge ( 1. Adjustment Scro�v i ,i MODEL SafetyVacuilm DE!SAfN Release System (SVRS) k N1ANUl'ACTURE,0 Sy VAC-ALEFIT" iNDUST1 IES,LLC FORT PIERCE, F'LCRIBA www.vac.atert.com Vac -Alert" Model VA -2000 RVR5 Unit Heacts In Lass Than A Second To Quickly Relesso Dan0erous Pump Suctlort V,-ic+AUfn, ' vent Screen A Tvtaily Mechanical, Non-Elect>rla Safety System, The VAS -2000 VHS is 'Easy To Instoll, Arli(tst.And fest. Lockout/ Release Vac•Alett's Fail Safo Design Is Machanlsm Manufactured With Only Engineered Plastics And Type 316 "tainte.sm SteOl For Long -Lire And Reliable Service. The VA -2000 SVRS Provides A Critical surge Layerat Protection Against Body Or Limb Suppressor Brain Suction C-ntraxpmr: ryt. Tests. Conducted By Independent, Third Party Laboratory Demonstrate That Vao-Aleil% Modal VA -2000 MeO Qr Exceads The Performance Requirements Set by IAPMO I` -GC '160.2002 For Suction Lilt Applications, The VA -2000 SVRS Is Bocked By A 3 -Year -4-r-M chackValve Limited Manufaotorer's Warranty. F013 SALES -ANI) SEFIVICE CONTAOT: i Vac-AllertTM of Florida Telt (66'1)'146-3334 Fax; (561)746-9330 F71041 001CO BOX 1309, JUFJler, FI.. 33466.1000 State of Florida Permit No. County of Seminole Tax Folio No. (PID) �-Ia --/ pod-5��3 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 not the property and street address) GENERAL DESCRIPTION OF IMPROVEMENT Swimming V_Vqoy()JNNE MO ' CLERK OF CIRCUIT LUMT ..•.. 'ti 7'kehl r UJLWY . �E�Ff C?5870 FIC; eia+_ ?i CLERK" S #i 2005 14 3954 08/23/215 1.:31.a14 PN a'� -EM DING FES 10.0 'RECORDED D 8V c hoiden OWNER INFORMATION Name and bU .3a?l Interest in property (Fee Simple, Partnership, etc.) Owner/builder n NAME AND ADDRESS OF FEE. SIMPLE TITLE HOLDER•(IF OTHER THAN OWN CONTRACTOR Name and address SURETY (Bonding Company) Name and address -- e ANNE 'AUG ;(2 3 2005 Amount of Bond DOCUMENT PREPARED BY: LENDER, Kul. 60009. 3tts Ookra eve Name and address ,• a 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 (The expiration date is 1 year from date of recording unless ae Signature'o specified.) Sworn to and subscribed before me this o�l\ Day of , C .yrr Eric Heileson My Commission Expires: Notary Public R Y ommisswn DD317772 aw Expires July 09. 2008 .s— The forego' g instrument was acknowledged before me this 2 day of A ,ZOO — b 714- L- (name of person acknowled o is ersonall me or who has producedt e of identification) ( yp cation) -as identification and who did / did not take an oath> i n t PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 270, 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) LOT 270 CONTAINS 5750 SQUARE FEET t (LOT ONLY) THIS STRUCTURE CONTAINS 1880 SQUARE FEET t TOTAL CONCRETE 468 (WITHIN LOT ONLY) SQ. FT. t TOTAL SOD 3402 SQ. FT. t PERCENT OF CONCRETE & STRUCTURE TO LOT 41% t 1" = 30' GRAPHIC SCALE 0 15 30 LOT 271 SQUARE FOOTAGE (UP TO CURB) LOT 270 UP TO CURB CONTAINS 6300 SQUARE FEET THIS STRUCTURE CONTAINS 1880 SQUARE FEET t CONCRETE 801 SO. FT. f INCLUDING (SIDEWALK/APRON). TOTAL SOD 3619 SQ. FT. t TRACT A r OtI Ln �dy IPI m -� n —mi ;v--U---=-- )-- CENTERLINE OF/ RIGHT-OF-WAY c� m 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 WESTERLY LINE OF LOT 270 BEING N00'07'19"W PER PLAT. (FIELD DATE: ) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM45523 PLOT PLAN 3/10/05 500 DRAWN BY: LOT FIT 8/03/04 SOO 50.00' K 1 on•C n' n n "r L`a L' 0 0- 0 —1 0 J O (00 m WILSON BAY COURT 50' RIGHT-OF-WAY ou ICE LOT 269 ----- - 4--9C AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 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 WITHOU) THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.. FOR THE FIRM PSM #{4997 DATE LEGEND - . - . - . BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY - CENTERLINE PCC POINT OF COMPOUND CURVATURE - - RIGHT OF WAY LINE POC POINT ON CURVE x OR OFFICIAL RECORD .PROPOSED ELEVATION PD PLANNED DEVELOPMENT PROPOSED DRAINAGE FLOW 6 DENOTES DELTA ANGLE CONCRETE O L C.B. DENOTES ARC LENGTH DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE LS PI DENOTES POINT OF INTERSECTION LICENSED SURVEYOR PRC DENOTES POINT OF REVERSE CURVATURE PRM PERMANENT REFERENCE MONUMENT PT DENOTES POINT OF TANGENCY PCP PERMANENT CONTROL POINT TYP TYPICAL (P) PER PLAT A/C AIR CONDITIONER (M) MEASURED CBW CONCRETE BLOCK WALL FND FOUND RP RADIUS POINT C/W CONCRETE WALK CS CONCRETE SLAB S/W SIDEWALK C CHORD LENGTH CP CONCRETE PAD SQ. FT, SQUARE FEET PB PLAT BOOK NG NATURAL GRADE R RADIUS_ R/W RICHT-OF-WAY PGS PAGES PSM PROFESSIONAL SURVEYOR AND MAPPER AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 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 WITHOU) THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.. FOR THE FIRM PSM #{4997 DATE 38'0 —1910 } 1910 14" TURNDOWN 18" TURNDOWN 310 +12" 4'6 *s" 46 ELEV. 7,6 ELEV. 6"RISER 1 1'O SPA SIDE REMOTE 6" RISER 2n4'0 LIGHT EL .EV. FT DEPTH i"TURNDOWN 4us,a„ COVE 11.810'6 1'0 TILE TRIM 12" TURNDOWN 27'0 3 O Oar 6" RISERS PARAMOUNT Pv3 27,0 �V• 3FT DEPTH CLEANING SYSTEM TILE TRIM RNDOWN : 4'0 TILE TRIM SKIMMER 201 STEPS SCREEN FOOTER ---------- - 1210 10'6 8 INCH WITH 1 #5 REBAR AOR EOR 510 6'O DRAIN 2,® 3'0-_-_ SAFETY FENCE 3'O SCREEN FOOTER 2'0 8 INCH WITH AQUA LINK CONTROL PANEL 1 #5 REBAR I POOL GARAGE RIGHT EQUIP 819 /1'9 1'9\ 1'6 46 3'6—�-3'6 1 262626 9 2'0\ 20 2724 1'9�i--2'6-1'9 15' 2' 36 \1w/ 46 36 70 3'6-19'6 2'6 4'0—x--7'6 l'o 2,6 BRIDGI T 5'6 3' 7'O 7'0 � 208 3'0 3'0 1 4'11'6 /2'0 2'0'01 2' V6 LAKE MONROE 4'0 4'0 12-t- _� 2'0/ 2'0 SR 46 —11'6- - t2'0- )OL Max W 17 Max L 30 SITE Trea/saanp removal OTY 0 Deep end LADDER 0 3pth 3 to 6 to 0 Fence removed by NONE HANDRAIL 0 GRABRNL 0 ea 381 sf Cap. 13,196 gap. Fence replaced by NONE Waterline TILE, std/upgrd STD vim. 87 it P&Spa per. It Concrete removed 0 f TILE: ORLEANS OR -3 BY:' LAuo. MMOUT (total length) 0 It Sawcul, concrete, length 0 It Trim TILE, type INLAY TILE Qtyrtt 45 Dep end LOVESEAT 7 It Engineenngletwdng 0 It Border type rt tallow end LOVESEAT 0 n A -Frame 0 12 out 0 AN out Pod LIGHT 300 watts 12 voles rEP length, total 0 n DLG TYPE DIG d HAUL lExtra POOL LIGHTS 0 Qty 71sed BOND SM FT 6" 14 IDOoRALARmS 0 AMT od INTERIOR finish SUNSTONE 12"21 18" 0 u' 0 Pool ALARMS 0 AMT TERIOR color NATURAL tR Color 0 GLASS BLK EFILTFR water NONE CHER ITEMS: NOTE: DECK COLOR TO BE PARIS WHITE OTHER: NOTE: TILE SELECTION TO BE NEW ORLEANS OR -3 D O DRAIN 38 BOOSTER PUMP NOTE: POOL INTERIOR TO BE SUNSTONE NATURAL NOTE: 45 FT TILE TRIM INCLUDED 0 HP 6 REMOTE PUMP/motor HP 2.5 Type CLEANER stub out ordy NO JALFTO sanitim AUTOPILOT Extra pumphNr HP 0 Type INFLOOR SYSTEM NO HEATER STA RITE 333BTU POOL RETURNS 3 FLOOR hds 9 AMTIwATERFALL Other hds 6 HEATER type PROPANE SKIMMERS 1 PLUMB. run n 25THERAPY jets 0 SPRAY jets 0 SIZE 333K Dual therm. NO OTHER: 12 NONE SERV upgrd A LMU .m Awl INK 6 TD electric YES ExTRA tights 1 TYPE ACRYLIC AREA 623 SPA size sf 30 PERM cam 8 BLOWER M fight sw YES HEATER NO EXTRA pump YES COLOR PARIS WHITE 0 TOP patio sf 0 PREP patio DAM well length n 0 BLOWER hp 1 12 width 6 LIGHT 12 73 AQUA LINK YES SPA remote YES TOP" ACRYLIC 0 SPA JETS 4 RET fines 0 UTO sank. YES Remote starts NO CANTILEVER 74 ACR band 0 SPA raised 12 AIR switch NO SERV upgrd NO FIBEROPTICS NO BAND wkfth " 0 Color 0 GLASS BLK O SF 0 QTY OTHER: FOOTERS 0 0 D O DRAIN 38 BOOSTER PUMP 0 HP RISER type CANT 19 It SPILLWAY spa model 0 CONCRETE PUMP YES 623 sF SPILLWAY spa COLOR SCREEN BY: ACTION SHORT bad NO RET wap NO GRAB RAIL 0 QTY LD FENCE BY: TURNDOWN deck 24%0 30 OTHER: FENCE BY: 12-- it 14 w4t 26 cam ._.-.. PLANTER FORMING �mr __ DECKCONCRETE WRH FI. 385 DOUGLAS AVE Owner's Name GENTEX HOMES ZATOWSKI) H Td 407-661-2 WTAMONTE SPRINGS FL 32714 Job Address 110 WILSON BAY COURT Tet 0 Construction Tel (4o7) 6e1-2192 Joh city SANFORD Fizip 32711 ax 0 -AX NUMBER (407) 661-9091 Legal Lau 270 Subdivision PRESERVE AT LAKE MONROE Block/Phase 2 Plat Book 66 Pa 10-11 County SEMIN( Designer KEN GREGORY Drawn by KG Chkd Date Sold 3/812005 IScale, 1B" -1"-0" '4 GENERAL NOTES - 1 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 36". 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. 1L 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. 14. 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. 16. 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. T!. 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 UNEJ/ LIGHT 6" TILE STEPS a' ueV 6" MAXIMUM RISER = 12' 1 MAXIMUM TREAD = 10- (240 SQ. IN.) DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION LONMUDINAL POOL SECTION ICK COPING "X6' TILESPILLWAY (WIDTH SEE PLAN) POOL WATER LINE -6"X6' GLASS BLOCKS MOUNTED IN 2500 PSI CEMENT (IF SPECIFIED) #3 AT 12" O.C. EA WAY RAISED SPA MV& SOIL (NO VOIDS) TYPICAL MAW DETAfL 5", VARIES - SEE PLAN THERAPY I [�_J OD #3 AT 12" 18' SEAT O.C. EA. WAY — — -1 RETURN 6' (1ST SPECIFIED) GU I REBOUND 2-8- 0 ANTI -VORTEX DRAINS SEPARATED BY 3'J SPA SECTION THE FOLLOWNG TABLE PROVIDES MAXIMUM FLOW THROUGH PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FT/SEC) 2' BS GPM 105 GPM 2 HP 2 1i' 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 PANEL SERVICE SPST JCT. BOX TOGGLE F 4' MIN. r SNATCH 8" IN W.P. DISC PUMP POOL DECK 12 V TRANS 3 #12 IN I%- 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 ELECTRICAL DIAGRAM DISTANCE LESS THAN EXISTING 1 ON 1 + 1 STRUCTURE 6 THICK WALL #3 BARS AT 6- 1 I O.C. EACH WAY II STEELTEX FORM MARBLE PLASTER 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 AND SHELL WALL SHALL BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE 1 ON i + 1 METHOD. TYPICAL WALL APD FLOOR WIT HNAPIGLE OF 1 #3 BAR CONT. W/ 4" NOM. "FIBER MESH" CONCRETE IDECK W/ SUP 5" WALL -W/ B"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) _ TO TRANSFORMER 18"MIN. TO (BY OTHERS) TOP OF LENS. OUTER EDGE OF DECK TO MARBLE CONFORM WITH LOCAL CODE PLASTER FINISH U.L APPROVED 120 VAC/30OW POOL LIGHT W/ REFER TO ATTACHED DRAWING GFI OR 12V/300W POOL LIGHT W/ LOW WATER FOR DATA REGARDING DUAL CUT OFF IN U.L. APPROVED GREY PLASTIC SUCTION OUTLET SYSTEM AND FORMING SHELL W/ #8 BOND PER N.E.C. VACUUM RELIEF SYSTEM #3 BARS 12. O.C. EACH WAY -!;-- STEELTEX FORM (OPTIONAL) POOL STRUCTURAL DETAIIA 5 4 1 ' FLIER SYSTEM PLAINS REVIE"Y'rLD cl T Y or S 14 lNi (l, 8"X8" BOND BEAM 2 #3 BARS CONT. MIN. 1 %- COVER OVER ALL BARS SEE NOTEALE BAR 5 6" TILE 5-11 0 WA W/ 5 BRICK 1 ROW) DECK OVERPOUR ALTERNATE BEAM I DETAL MAR Q 7 2oo5 DATE DON H. SH RDSON, P.E. L. P.E. NO 19 171 GOLF DE 41 VE ER PA K, FL 32792 PHONE: (407) 657-4133 FAX: (407) 657-4133 1. MAIN DRAIN LINE 2. SKMMER UNE 3. WASTE UNE 4. RETURN LINE 5. PRESSURE CLEANING LINE (OPTIONAL) 1 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. ALL LADDER TREADS SHALL HAVE SUP RESISTANT FINISH - WEDGE ANCHOR AND ESCUTCHEON 3' MIN. 6- MAX. BETWEEN I , 'TREAD AND POOL WALL il - TYPICAL SW&WINIG POOL LADDER SECTION CENTER POOLS & SPAS 385 DOUGLAS AVE., SUITE 2000 ALTAMONTE SPRINGS,+L 32714 CPC- 056984 RESIDENTIAL SWIMMING POOL MASTER SPECIFICATION DRAWING FOR CITY OF SANFORD NOT TO SCALE, DWG BY DASH APPO AY (YIC 1 � r VACUUM LINE w xm=uum 89AIMe,t FITTING f L wuc,r ARTNORTEX ar- r r Rr VACUUM UNE (ovnomAo Vw SAFETY VACUUM FTITNG \ /m: VEN VACUUM UNE (OPTIOW W NII SAFETY VACUUM FITTING \ ,X' 57t � tt r VE1 SVG POOL SECTION - SKAORER i Macs ANfroXffM coven re ^moi SWIMMING POOL a TFctSECe� •g• sKrRwER � auc tr ANnVCff 9c sucnow R &Am (MAM OPAMM ra SUCTKW "All (MNN DRAMS) r 0 J — —� (IruRI etI=floN � at�l m1 m:.1 1 • (COVER MUST COMPLY WITH ANSYASNE A112.1&S M ) RESIDENTIAL SWIMMING POOL, SPA AND WADING POOLS DUAL SUCTION INLET SYSTEM & VACUUM RELIEF SYSTEMS IN ACCORDANCE WITH SECTION 424.2.6.6 OF FLORIDA BWLUHNG CODE 1 SPA PUMP r // ANTIVORTDI covet A VEA r s•' SUCTM mem F (MAN ORAOM ELBOW SPA SECTION et TF�� A r2W ANTIVORTEX COU— ER SPI► 3' 6' �r 4' 8' 4' 5' 12' S 114* VE M re ` sucncw OKET (MAN DRAO) SPA SECTION ALTERNATE 'B' AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC- ALERT.Tu SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF DEVICE, INSTEAD OF EITHER OF THE TWO SYSTEMS SHOWN. ATTACH PLACKARD WHICH STATES THAT VENT 13 A SAFETY DEVICE AND SHOOU NG DL OT BE TAMPERED VVITN. 0000011— ALTERNATE 91a ^^Y �+-�-�-• AY AHCLUDE / ON THE BOTTOM AND ONE ON TIO: SEPARATEwVF.R LOw s ON Two m VENT COVER MAY BE GUTTER DRAW SUCH AS HAYWARD VENT TO ATMOSPHERE SO VENT MODEL 3P-101! V A.L NOT BE BLOCKED BY DEBRIS. M13ECf INFESTATICKOR CONTAMINATION 2- 90' ELBOWS r o- mumum JIUMTE 2 -Ila j T r0 SUCTION INLET MAXIMUM r0 TOTEANCB CONNECTION' 1• — 0 ALL SUCTION TO PUMP Prm - r e MAXIMUM 3UCn= PIPE VELOCITY 31X (h FPS OR n GPM 0 Jsucnom Iwo INLET ALL VENT PPANO .1X' ATS VENT PIPE LENGTH MINIMUM s IV MAXIMUM - 30' i 1X- H VENT PIPE it MN}. SUGGESTED DETAIL (1) VERTICAL TOLERANCE IS+ r (U WATER } LEVEL TO PUMP VE II CAP ti TO PUMP GREATER THAN r 0 "T" CONNECTION VE II 1p PUMP \ UP TO Z'0 PASS THRU CONNECTION —PLAN VIEW VE II CONNECTIONS VENTED COVER SUCH AS SKIMMER COVER W/ COLLAR PVENT AND EXTENSION SET FLUSH DECK DECK ' �6" 0 PVC SLEEVE EXTENDED FROM COVER COLLAR VENT IN DECK CAP e' MIN THREADED EXTENSION / COUPLE DECK TO PUMP OFF DECK ' —SECTION VIEW INSTALLATION OPTIONS DRAWNG TO SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAVWNG ON RLE THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE DUAL SUCTION INLET SYSTEM A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEEDED 45 & ATMOSPHERIC VENT SYSTEM INCHES of MERCURY IN 3 SECONDS MAR 0 7 2005 Tt 'E' NO A E � L PARK. FL 327 PHONE (407) 657-4133 FAX (1M 467-4133 —DECK- WATER LEVEL 1+3' MIN. - I TYPICAL POOL AND SPA INSTALLATION SUCTION FLOW FOR RESIDENTIAL POOL = 8 FPS SUCTION FLOW FOR RESIDENTLAL SPA = 6 FPS CONTRA OR MAON PIPE SIZE TO MEET THESE REQUIREMENTS ICTION LOSS M PIPE ELBOWS 45° 90' F ELBOW ELBOW r2W 3' 6' 4' 8' 4' 5' 12' S 8' 14' PIPE LENGTH TO VE II - "L" - ELBOW FRICTION LOSS EXAMPLE: THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN TO VEII IF USE r 0 PIPE W/ 2-9W ELBOWS AT 6 FPS IS 54' -12' = 42' [�VA%CIUUM SUCTION ELIMINATOR - VE II S REQUIRED FOR EACH PUMP PLUMBED TOA MAIN DRAIN CENTER POOLS - & SPAS 385 DOUGLAS AVE., SUITE 2000 ALTAMONTE SPRINGS, -FL 32714 CPC- 056984 DRAWING ' NOT TO SCALE • DWD BY- GHS