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HomeMy WebLinkAbout103 Friesian WayD�1r Perimt # s Job Address: Description of Work: Historic District: /r Zoning Permit Type: Building V Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential 13 CITY OF SANFORD PERMIT APPLICATION RECEIVED Date: � 7 LUNG Total Square Footage Value of Work: S t) 0.000 Mechanical Plumbing Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole _ _ Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: ­.— Flood Zone: (FEMA form required ) Owners Name & Address: I—kLLt Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address- Architect/Engineer: Address: Contact Person: Phone: c , 0 �/� i11 14 �.1 �n State License Number: GP C<[_ 4� 06 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 pennit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I 1 otify ie owner of the property of the require en of Florida Lie Law, FS 13. h '-2y--©LD 1 '5' a Lt _ o 6 ignature of Own r/Agent Date Signature of Contractor/Agent Date r Prjgt Owner/A ent's Name Pri t Co tractor/AAef_&,sme �VA11 CELI at - to of Florida Date Signature of NotaryState of Flor=eo MY COMM SSION # DD M. DA SILVA nOF0.�gi EXPIRES: November 03, 2007 ISSION # DD257585 1-800.3-NO7ggy FI, Notary Discount Assoc. Co. : November 03, 2007 Notary Discount Assoc. Co. iOw1ier/Agent is Personally Knowl toM,e Contractor/Agentis—Persona Produced ID Produced Produced ID APPROVALS: ZONING: f N 6' X3'0& UTIL: �t gz"'V, A sia a ecc ,� 4 Special Conditions: Rev 03/2006 FD: ENG:VIA BLDG: C)o �1�� Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 -'ARCEL i?,2—,_278.0 LIS III 27.0_f 4 2,,- 0 .P r ,••_ DAVID JOHNSON, CFA, ASA 281.0 282.0 PROPERTY APPRAISER SEMINOLE COUNTY FL 1101 E. FIRST ST SAHFORD, FL32771.1468 357.0 358.0 407 - 665 - 7506 _ 357 AA 1,,,, ;X30 jYi 3? 1 372 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-505-0000-0010 Number of Buildings: 1 Owner: SHATTO MARY C Depreciated Bldg Value: $175,361 Mailing Address: 103 FRIESIAN WAY Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $38,000 Property Address: 103 FRIESIAN WAY SANFORD 32773 Land Value Ag: $0 Subdivision Name: BAKERS CROSSING PH 1 Just/Market Value: $213,361 Tax District: S1-SANFORD Assessed Value (SOH): $154,022 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $129,022 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $2,485 QUIT CLAIM DEED 11/2005 06016 1018 $100 Improved No 2005 Tax Bill Amount: $2,485 WARRANTY DEED 04/2004 05321 0179 $193,000 Improved Yes Save Our Homes (SOH) CORRECTIVE 11/2001 04216 1110 $100 Vacant No Savings: $0 DEED 2005 Taxable Value: $124,536 WARRANTY DEED 05/2001 04087 1775 $24,500 Vacant Yes DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 1 BAKERS CROSSING PH 1 PB 60 PGS LOT 0 0 1.000 38,000.00 $38,000 27-29 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2001 8 1,955 2,390 1,955 CB/STUCCO $175,361 $179,857 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 425 Appendage I Sqft OPEN PORCH FINISHED / 10 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed 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=1820315 05 00000010... 6/27/2006 11881 18 Ila 11 60 11 R81 I8 811 YI 801 CZ PSI IJ iW bi uYi :_a ti IUQ 113 JI NOTICE OF COMMENCEMENTIftNNI_ M0W'I;l (UW 01 CIRGUI r GUURT SWN(311- (MUN rY Permit No. 1 Iiiie4 X00222; t 1pg) State of Florida CLERK' S # 2006092587 County of Seminole RKI)RDED 06/0]/2006 WiHWI PM RWILII)ING FEES 10.00 The undersigned hereby gives notice that improvement will be made to certaiiR 1kj*bplaYt�, inlWordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DM56,11 ption of property: (legal description of the property and street address if available) ['D I --';�'7- aq 10 ?2 F -ri es0,-n Gja v 2. General description of improvement: rFDTt6►F0rrw nw`+ .,,� A=p„o , 3. Owner information ' 11 a. Name and address I' ct f- L! a O I. .CLERK f CIRCUIT CO nor � � ('-C} , ► C� n L n 5 d o7 r7 7.� RID, b. Interest in property c. Name and address of fee simple titleholder (if other than Owner) Cu-. 4. Contractor a. Name and address iE)'yp'n 502'-:�-D co -1. C° )rr- F oc-k on , - b. Phone number 44 Fax number 5. Surety a. Name and address b. Phone number Fax number c. Amount of bond 6. Lender a. Name and address b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ll A ignature of Owner 1 Swo to .(or affirmed) and subscribed before me this , �` day of C — , 20LP , by Personally Known OR Pro aced Identifi ation Type of Identification Produced d is �q` —1 Qco wC'1 Oo�My CELIA M. DA SILVA COMMISSION # DD257585 EXPIRES; November 03, 2007 Signature of Notary Public, State of Florida THIS INSTRUMENT PREPARED BY. ""'NOTARY FI, Notary Discount Assoc - Co. Commission Expires: NAME ADDR. /—L-2 C �l �' tJ �� ► t�\l E � z?/"y - Lt36- c�� LIMITED POWER OF ATTORNEY _ y� � Date I hereby name and appoint ;-ti r -, U �� e �`�\) a - of n-ec HC iol to be my lawful attorney in fact to act for me and apply to Cr, sI for an - CL, permit for work to be performed at a residence at a location described as: Section Township Range Lot I Block Street Address Owner of Subdivision �. C—1 City or Address And to sign my name and do all things necessary to this appointment. Ronald R. Howe Printed name of Active Certificate Holder R. Howe Electric Signature of license holder Zip Code Telephone EC -13002933 State Registration or certificate Number The foregoing instrument was acknowledged before me this 18 day of May, 2006 by Ron Howe who ispersonally_known to me who produced as identification and who did not take oath. L& -VV-\ Notary Public, State of Florida 4p.►'" Ann Marlin �Q' My Commission DD312061 a a Expires April 20, 2008 719 Irma Avenue EVANS Orlando, FL 32803 (407) 872-1515 (407) 246-0963 FAX ENGINEERING, 1 C. www.evansenginc.com May 31, 2006 Seven Seas Pool Construction, Inc. 1301 Canal Point Road Longwood, Florida 32750 Re: Lot 1 - Bakers Crossing 103 Fresian Way Sanford, Seminole County, Florida For: Mary Shatte Gentlemen: Because this pool is to be located closer to the house than is normal, it will be necessary to.use #3 bars @ 6" o.c. each way instead of the normal 12" spacing. This extra reinforcing should continue until the distance from the house footing to the back of the pool wall exceeds the height of the pool wall. The extra reinforcing should continue through the radius between the pool wall and floor. Wall thickness shall be sufficient to provide cover over the steel as required by codes. I approve construction of this pool based on this change. Very truly yours; Tin Tran, P.E. License #55359 Certificate of Authorization No. 00006788 9 CIVIL ENGINEERING K LAND PLANNING 9 PERMITTING SERVICES F AHL;Hil,t:UIURAL Ht:VitWtJUAHUAPPLIL;AII(JN, lease complete the; application form and fonpunard, with reqLiested infornliation, to the Associations, ,rbpor-ty manager for processing. Please, do not commence work Lin4ti,l YOU roceive approval of you� )PIi ;I�orn the Architectural Review Board, ate o -tlic 7;C��� Ssociation Name Va��07/A(9plli ation pplicant's Name roperly Address er PI-101le- Nurn1 90 -7 —3 qo-N1 qo��o 9o395\ hanges to be made: Q Home Exledor Tj LandscaplfI9 ;- /-Pool Addition u Recreational EqUipment D Xher ovide complete descriptio, at what cnanqes will t� made. Appliralions inx-f ifidudt� lol suniey, iAte plans, diaqams, -,.Dior rhilns, alerla{ specifications, sample products, pnotographs and ax).y information which will ad�qiia!ely de --Cube the Project. All la I !;rlpi q plans must include the size, number and tipe of tallas to be apl)rcl t- W?91,4x 4AI bvLz.ru,,/) Failure to provide complete information will delay the approval process. #TE; All request rnvst conform to all applicable zoning and building regulations and it is �e property owner's responsibility to obtain all necessary permits if application is approved. aquest: Date App(oved F_----- Date Denied DARD MEMBER'S SIGNATURE- DWA E NTS: JBIS"JANTIAL COMPLETION: Inspection Date Fina! Inspection Date j .-M! P-4 TRACT G FENCE 15 0.5' OFF ni h T NOT PLATTED PER IHS rL_„ I CERTIFIED TO AND FOR THE rvr11�SIVE USF OF: VANIA DRI1 TITLE COMPANY OF FLORIO,A IN FIDELITY PJA710NAL TITLE INSURANCE COMPANY OF PEDlD.SYL u APY C JONES_ C rnVORATION SOUTHTRUST MURTGAG DOA EOUI©ANE MORTGAGE TE ISI U TE . HAVE 1. ALL DIRECTIONS AND DISTANCES v�mr -D AND ANY �.cn nN THE IyLCiv INCONSISTENCIES HAVE Uttry iJJ SURVEY, uraF 2.S PROPERTY CORNERS OTO -03-01,OWN UNLESS OTHERWISE cr- T /f0..�lD SHpwN. I,` cilRv(YOR HAS NOT ADSTRACTED THE ..-E1 cI,ITS: RIGHT OF LAND SIIOWN HEREON Fu" `I'' WHICH MAY WAY, RESTRICTIONS OF USE RECORD TWI LAND. a, D IMPROVEMENTS HAVE BEEN r10 UNDCRGROUN LOCATED LA"t T ^C THE <. LIOT VALID WITHOUT THE ASIGNIRIn^E LICENSED ORIGINAL RAISEUnPPER. I SURVEYOR AND M ,I,SS Uaj O,Z• ON l0 � dill it J9l 't II sc (10'OJ_Ul i LOT 2 C CHO 2 I A C NOTE rK PARKER KALON Y ,.,, Tl lc �11RVFYOR'_ SURVEY. SUBJttCil I AppLICAULL FORT I CONTAINED HEREON MEETS THE 5' TFCHNICAL STANDARD c rd AL �..�--. mu..,....... I O 12 EXAMINED045 TTI( I.I!I•"'' 17/75 AND FOUND � - � .3 � gy THE FLORIDA BOARU. ur ' NO 120294 004s [ DATED PE / -," TER «rtT1EC.T PRnprlirY APPSnRs TO LIE u4 zornEtrx. SURVEYORS AinD MAPPERS PCOOE AREA OUTSIVL ,w .. blul r—�+. 4/Z.Uar. "_... T,IE SURVEYOR MAK:5 NO Gl1ARANILt� �E •- PURSUANT TO CHAPTER n04VE IN rF:irron PLEASE ERIFCATION.?ACT , O LOCAL _ QjATI)TES. .nr nAccO ON SEMu,OLE COUNTY T t A� ELEVATIONS SNUWn ^�••""' ,rr j1 .i / ^uf�' VCR TICAL CoN TR01. AS CIN�IE ARE BASED ON n.IiARWI;S SHOWN tlV nF 1 OT 1 III wu�.;._t.L'.1Q" W (�Ll( VLI� ) I IBEING S R935 EVISED:4 SL IT • ��/ �I 1, r�l I f4! lie?F) 10 -OJ -01_ aEV slco 44/21 «, nl 1. �'775T04 $L R & MAF'rNv� 1 = 30 FEET ITEC �' 6 04 cKD VEYING P SCALE:— --'-'— lPpnrr fINnL J �I[ RICAN SU 6393 rcr , ... ^ .n_113 -01/O_. D I , rtnn4 OF AUT110RIZATION FIULIBER LBd - �... ar Ahl'1:Uvcv FOUNUnuu" 7_01 JML j( 1030 N Or.�•••'-- -FLORIDA IJrrILLIAM n00E0 OESCRIPTIONS- pxi VAN TER PARK. V. tnuaw ••_.__'.' __ ASrt•ii9iT3 __R[roSlnoN 4-1 32789 (407) 426-7979 i~•NOUS FIT -29-01 RRO nPAWN BY: _-- I I EGEND ® FID 5/8' IRON ROD AND CAP (10-03-01) ncmnCK L01E _ u ENIERL -_ Q 1.0 /4671 , Ni)... IL A91' UIsC 4671 (10-03-01) �-- CENTERLINE OF WAY LINE LD S ' IR014 ROD AND CAP fND 1/2 (t0-py-01) RIc117 O LO 06,393 ---�— _ —� E%ISTIIJG ELLVA : CORNER NUT ACCE551ULL CNA DELTA ANGLE COI.ICRETE p DENOIES ......rl� ARE LrOcTt, SURVEYING BUSINESS C.S. DENOTES CHORD REARING OF CURVAECTI LB OI -S LANG LAND SURVEYOR ,r•r yn14l llt[tIT PC DENOTES POINT nfuOICS POINT OF INIERSEC CUZVATLIZ PRIA PERMANENT i-FCt•�POINT CONTROL p'RC DENOTES POINT Of ,TANGENCY DENOTES P� PCP (p) PERMANENT PER PLAT PT TYP TYPICAL rnNDI Tint ICR (IA) FND IAEASUi.C� FOUND CONCRETE WALK A%�. •••'• -- WALL CDW CONCRETE OIOCH RADIUS POINT C/W 5/V! SIDEWALK nnn RP mill OVERFIEAD IILI1 LINE ChCUNLia C5 i.. CONCRETE SLAB RO LENGTH tO IOLNn lC;•.. _. Illy UN A 1 C CHO 2 I A C NOTE rK PARKER KALON Y ,.,, Tl lc �11RVFYOR'_ SURVEY. SUBJttCil I AppLICAULL FORT I CONTAINED HEREON MEETS THE 5' TFCHNICAL STANDARD c rd AL �..�--. mu..,....... I O 12 EXAMINED045 TTI( I.I!I•"'' 17/75 AND FOUND � - � .3 � gy THE FLORIDA BOARU. ur ' NO 120294 004s [ DATED PE / -," TER «rtT1EC.T PRnprlirY APPSnRs TO LIE u4 zornEtrx. SURVEYORS AinD MAPPERS PCOOE AREA OUTSIVL ,w .. blul r—�+. 4/Z.Uar. "_... T,IE SURVEYOR MAK:5 NO Gl1ARANILt� �E •- PURSUANT TO CHAPTER n04VE IN rF:irron PLEASE ERIFCATION.?ACT , O LOCAL _ QjATI)TES. .nr nAccO ON SEMu,OLE COUNTY T t A� ELEVATIONS SNUWn ^�••""' ,rr j1 .i / ^uf�' VCR TICAL CoN TR01. AS CIN�IE ARE BASED ON n.IiARWI;S SHOWN tlV nF 1 OT 1 III wu�.;._t.L'.1Q" W (�Ll( VLI� ) I IBEING S R935 EVISED:4 SL IT • ��/ �I 1, r�l I f4! lie?F) 10 -OJ -01_ aEV slco 44/21 «, nl 1. �'775T04 $L R & MAF'rNv� 1 = 30 FEET ITEC �' 6 04 cKD VEYING P SCALE:— --'-'— lPpnrr fINnL J �I[ RICAN SU 6393 rcr , ... ^ .n_113 -01/O_. D I , rtnn4 OF AUT110RIZATION FIULIBER LBd - �... ar Ahl'1:Uvcv FOUNUnuu" 7_01 JML j( 1030 N Or.�•••'-- -FLORIDA IJrrILLIAM n00E0 OESCRIPTIONS- pxi VAN TER PARK. V. tnuaw ••_.__'.' __ ASrt•ii9iT3 __R[roSlnoN 4-1 32789 (407) 426-7979 i~•NOUS FIT -29-01 RRO nPAWN BY: _-- I 25'6 TONY SEVEN SEAS FAX 4073314797 CELL 4075090395 103 FRIESIAN WAY SANFORD FL 32773 HOUSE 9 FEET WALL i FOR SCREEN 5'3 39'11 326 10'0 HOTS 1. FOR RESIDENTIAL POOLS UP TO WATER DEPTH OF 8'-0". #3 REBAR 12" O.C.E.W. OVER 8'-0": SPECIAL ENGINEERING REQUIRED AND IS NOT A PART OF THIS DRAWING SPECIFICATIONS. WALL THICKNESS SHALL • BE SUCH AS TO PROVIDE CODE COVER OVER REINFORCING. FOR OVER 8'-0", SPECIAL DESIGN REQUIRED. 2. CONCRETE THAT IS PERMANENTLY CAST AGAINST AND EXPOSED TO EARTH SHALL MAINTAIN A MINIMUM OF 3" OF CONCRETE COVERAGE OVER THE STEEL. IF AN APPROVED BARRIER (SUCH AS STEELTEX) IS PLACED BETWEEN THE STEEL AND EARTH, AND THE STEEL IS #5 OR SMALLER, THE MINIMUM COVERAGE CAN BE 1-1/2", PER FBC 1907.7. 3. CONCRETE COVER OVER REBARS MUST BE 3500 LB. PER SQUARE INCH AND COMPLY WITH ALL BUILDING CODES. THIS POOL IS NOT DESIGNED FOR POSSIBLE HYDROSTATIC UPLIFT FORCES. THE WATER SHALL NEVER BE REMOVED FROM THE POOL STRUCTURE UNLESS ALL HYDROSTATIC UPLIFT FORCES ARE TOTALLY REMOVED. 4. REINFORCING BARS SHALL BE D -FORM STEEL BARS AND CONFORM TO FBC 1903.5, ACI 318, SECTION 3 AND ASTM A615/A615M. 5. OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A BARRIER TO COMPLY WITH FBC R4101.17.1 THROUGH R4101.17.3. ADEQUATE PROTECTION SHALL BE GIVEN AROUND POOL DURING EXCAVATION. 6. ALL PIPING SHALL BE PVC SCHEDULE 40. PIPING SYSTEMS SHALL BE PRESSURE TESTED TO NOT LESS THAN 35 PSI FOR 15 MIN PRIOR TO COVERING PIPES. 7. THE WATER SUPPLY SYSTEM SHALL BE EQUIPPED WITH A BACK FLOW PREVENTOR. UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED FBC R4107.9. 8. THE MAXIMUM VELOCITY IN SUCTION SHALL BE 8 FEET PER SEC. THE MAXIMUM PIPE VELOCITY IN PRESSURE PIPES SHALL BE 10 FEET PER SECOND, FBC R4101.6.3. 9. FLOOR THICKNESS SHALL BE MINIMUM OF 6" WITH VAPOR BARRIER ,7" WITHOUT, (SEE NOTE 2) W/ CODE REQUIRED COVER OF REINFORCING. FLOOR REINFORCING SHALL BE #3 BARS 0 12" E.W. 10. WHEN THE DISTANCE FROM THE FOOTER TO THE POOL IS CLOSER THAN 1 FOOT MORE THAN THE DEPTH OF THE POOL AN ANGLE OF REPOSE LETTER WILL BE REQUIRED FROM THE ENGINEER. 11. THE QUANTITY OF UNDERWATER LIGHTS, SKIMMERS, WALL INLETS, ETC. MAY VARY. HOWEVER, THERE SHALL BE AT LEAST 1 SKIMMER PER 800 SQ. FT. OF POOL SURFACE, (FBC R 4101.21.2) 1 WALL RETURN INLET PER EVERY 300 SO. FT. (FBC R4101.21.5), AND 2 MAIN DRAINS (FBC R4101.6.6.4) WITH A HYDROSTATIC RELIEF VALVE (FBC R4101.21.4), AND ATMOSPHERIC VENT SYSTEM OR APPROVED SVRS (FBC R4101.6.6.3). 12. PLACEMENT OF THE FILTRATION AND PUMPING EQUIPMENT SHALL COMPLY WITH ALL LOCAL CODES AND NEIGHBORHOOD RESTRICTIONS. 13. ALL BUILDING, GAS, MECHANICAL, PLUMBING AND ENERGY TO CONFORM TO FBC 2004. ELECTRICAL TO CONFORM TO NEC 2002. 14. THE SOIL BEHIND THE POOL WALL IS AN INTEGRAL PART OF THE STRUCTURE AND MUST NOT BE REMOVED WHEN THE POOL IS FULL OF WATER. 15. SWIM -OUTS AND/OR LADDERS WILL BE REQUIRED IN RESIDENTIAL POOLS AND WHERE DEPTH EXCEEDS 5 FEET OR MORE, FBC R4101.18. 16. .ALL GLASS LOCATED WITHIN 5 FEET OF THE POOLS EDGE SHALL BE CONSIDERED A HAZARDOUS LOCATION. GLASS SHALL BE GLAZED OR PASS CPSC 16 -CFR, PART 1201 OR COMPARATIVE TESTING. 17. ALL POOL AND SPA SUCTION INLETS SHALL BE PROVIDED WITHA COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND COMPLY ANSI/ASME A112.19.8M, WITH THE EXCEPTION OF SURFACE SKIMMERS AND GRATES HAVING A MIN. AREA OF 144 SQ IN., FBC R4101.6.6.2. 18. PRESSURE AND LEAKAGE TESTS WILL BE REQUIRED BEFORE INSPECTION. 19, ALL DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH ANSI/NSPI-3, ANSI/NSPI-4, ANSI/NSPI-5, ANSI/NSPI-6, 20. AT CONTRACTORS OPTION EITHER DUAL DRAIN VENT SYSTEM, MDX DEBRIS REMOVAL SYSTEM OR APPROVED SVRS CAN BE USED TO COMPLY WITH FBC R4101.6.6. SURFACE SKIMMER A B x POOL SECTION 2-q3 REBARS CONTINUOUS AROUND POOL 1 BAR 0 8" #3 REBAR 0 12" O.C. EACH WAY (SEE RESTRICTIVE NOTE) FLOW THRU SCHEDULE 40 PVC PIPE VELOCITY = FEET PER SECOND PIPE SIZE 6FPS 7FPS BFPS 9FPS 1OFPS 1" 15 GPM 18 GPM 21 GPM 23 GPM 26 GPM 1" 37 GPMP PGPM 62 GPM 91, 69 GPM 79 GPM 89 GPM 99 GPM 103 GPM 17 GPM 131 GPM 146 GPM 3" 136 GPM 159 GPM 181 GPM 903 GPM 227 GPM HAYWARD PUMPS TT(�RANSFORMER FAOUNTNSyOABOVE POOL HIGH POINT) —DECKING / WITH RLpWW WATERHT CUT-OFF F OREWAERDEPTHSW P TO 8'-0") 3,000 PSI GUNITE OR --- SHOTCRETE 0 28 DAYS WATER CURE FOR 7 DAYS. ZMIN. OF 2" OF CONCRETE COVER OVER ALL REBARS OR AS REQUIRED BY CODE, WHICHEVER IS GREATER. WALL SECTION COPING OR BRICK - MIN. 3" COVER OVER ALL BARS - 6" TILE 2 #3 BEAM BARS 3" FROM TOP OF BEAM.6" MIN. SHELL * * With Vapor Barrier BRICK (see note 2) 1 BRICK N.T.S N.T.S. 6" MIN.* #3012" E.W. 2 3 BEAM ROD 1 FRONT, 1 REAR CONTINUOUS 2" FROM TOP OF BEAM. CANTILEVER EDGE CONCRETE TILE BACK 6" TILE PLASTER FINISH 1 BAR AT 8" APPROVED SWIMMING POOL AND WADING POOL DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLIANT WITH R4101.6.6 OF THE RESIDENTIAL FLORIDA BUILDING CODE 2 MAIN DRAINS 3 FT. MIN/ NO MAX. MAX. DISTANCE TO —� VENT TEE CONNECTION 12" (SEE MAIN DRAIN PIPE SIZE CHART) - MAIN DRAIN SUCTION PIPING PIPE SIZE SAME AS MAIN DRAIN LINE SIZE X 1 1/2" TEE -1 1/2" VENT PIPING MAX UNDERWATER LENGTH INSTALL A DOUBLE -90' PVC ARRANGEMENT (os shown) MIN. 12" ABOVE GRADE PROTECT THE OPEN END OF THE VENT WITH A HAYWARD VENT COVER MODEL SP -1019 (OR EQUAL) TO PREVENT BLOCKAGE BY PUMP FILTER DEBRIS, INSECT INFESTATION OR MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE.PLACED TO PREVENT TAMPERING. LABEL VENT: POOL SAFETY DEVISE - DO NOT HANDLE" TO RETURN _ Ll _ MAIN DRAINS TO COMPLY WITH ANSI/ASME A 112.19.8M AS MANUFACTURED BY HAYWARD POOL PRODUCTS, INC. OR EQUAL. ALLOWABLE FLOW RATES SHALL BE AS FOLLOWS: MODEL MAX. FLOW RATE (GPM) MIN. PIPE SIZE SP 1048-E 108 3 104-1 21 2 A REDUCER SHALL BE USED WHEN NEEDED TO CONNECT DRAIN TO SUCTION LINE. OF VENT PIPING 30 FEET �•MAIN DRAIN PIPE SIZES MIN. OF 18 FEET POOL VOLUME SUCTION LINE MAX. FLOW RATE GALLONS SIZE - INCHES GPM 0 - 5,000 1-0" 15.6 5,000 - 10,000 1-1 2" 30 THE MAX. VACUUM WITH ONE SUMP PUMP PLUGGED PVC VELOCITY 10,000 - 20,000 2 60 AND A BODY TRAPPED ON THE OTHER LESS THAN 6 FT/SEC. 20.000 - 30,000 2-1 2' 85 WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SEC. 719 IRMA AVENUE SEVEN 30,000 - 45,000 3 130 ORLANDO, FLORIDA 32802 - 000 4" 230 1301 CANAL POINT ROAD TO USE AND MASTER FILE "—"'0'0'00 "10202, - 1 BO 000 6 1 525 DUAL DRAIN AND VENT PIPING BASED ON 6 FT/SEC. MAX. ����®s��i���>•��itr1IIIIIIIIIIIIIIIIIIII.rai�WmE reuwtm Off -Tim mfw*7-v� TT(�RANSFORMER FAOUNTNSyOABOVE POOL HIGH POINT) —DECKING / WITH RLpWW WATERHT CUT-OFF F OREWAERDEPTHSW P TO 8'-0") 3,000 PSI GUNITE OR --- SHOTCRETE 0 28 DAYS WATER CURE FOR 7 DAYS. ZMIN. OF 2" OF CONCRETE COVER OVER ALL REBARS OR AS REQUIRED BY CODE, WHICHEVER IS GREATER. WALL SECTION COPING OR BRICK - MIN. 3" COVER OVER ALL BARS - 6" TILE 2 #3 BEAM BARS 3" FROM TOP OF BEAM.6" MIN. SHELL * * With Vapor Barrier BRICK (see note 2) 1 BRICK N.T.S N.T.S. 6" MIN.* #3012" E.W. 2 3 BEAM ROD 1 FRONT, 1 REAR CONTINUOUS 2" FROM TOP OF BEAM. CANTILEVER EDGE CONCRETE TILE BACK 6" TILE PLASTER FINISH 1 BAR AT 8" APPROVED SWIMMING POOL AND WADING POOL DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLIANT WITH R4101.6.6 OF THE RESIDENTIAL FLORIDA BUILDING CODE 2 MAIN DRAINS 3 FT. MIN/ NO MAX. MAX. DISTANCE TO —� VENT TEE CONNECTION 12" (SEE MAIN DRAIN PIPE SIZE CHART) - MAIN DRAIN SUCTION PIPING PIPE SIZE SAME AS MAIN DRAIN LINE SIZE X 1 1/2" TEE -1 1/2" VENT PIPING MAX UNDERWATER LENGTH INSTALL A DOUBLE -90' PVC ARRANGEMENT (os shown) MIN. 12" ABOVE GRADE PROTECT THE OPEN END OF THE VENT WITH A HAYWARD VENT COVER MODEL SP -1019 (OR EQUAL) TO PREVENT BLOCKAGE BY PUMP FILTER DEBRIS, INSECT INFESTATION OR MICROBIOLOGICAL CONTAMINATION. A LABEL SHALL BE.PLACED TO PREVENT TAMPERING. LABEL VENT: POOL SAFETY DEVISE - DO NOT HANDLE" TO RETURN _ Ll _ MAIN DRAINS TO COMPLY WITH ANSI/ASME A 112.19.8M AS MANUFACTURED BY HAYWARD POOL PRODUCTS, INC. OR EQUAL. ALLOWABLE FLOW RATES SHALL BE AS FOLLOWS: MODEL MAX. FLOW RATE (GPM) MIN. PIPE SIZE SP 1048-E 108 3 104-1 21 2 A REDUCER SHALL BE USED WHEN NEEDED TO CONNECT DRAIN TO SUCTION LINE. OF VENT PIPING 30 FEET �•MAIN DRAIN PIPE SIZES MIN. OF 18 FEET POOL VOLUME SUCTION LINE MAX. FLOW RATE GALLONS SIZE - INCHES GPM 0 - 5,000 1-0" 15.6 5,000 - 10,000 1-1 2" 30 THE MAX. VACUUM WITH ONE SUMP PUMP PLUGGED PVC VELOCITY 10,000 - 20,000 2 60 AND A BODY TRAPPED ON THE OTHER LESS THAN 6 FT/SEC. 20.000 - 30,000 2-1 2' 85 WILL NOT EXCEED 4.5 INCHES OF MERCURY IN 3 SEC. 719 IRMA AVENUE SEVEN 30,000 - 45,000 3 130 ORLANDO, FLORIDA 32802 - 000 4" 230 1301 CANAL POINT ROAD TO USE AND MASTER FILE "—"'0'0'00 "10202, - 1 BO 000 6 1 525 DUAL DRAIN AND VENT PIPING BASED ON 6 FT/SEC. MAX. NTS BENCH Oi� l 1' ;lj3 REBAR 12" Ozj W. SPA DETAIL N.T.S. 18" TO 24" WALL RETURN 3/4" TO 2" HORIZ. & 2" CONTRASTING 6"MIN.I&VLRT. ORTILE. SLIP -RESISTANT. With Vapor Barrie(see note 2) MIN. TREAD LENGTH = 24"#3®12" E.W.P.N' BOTTOM STEP RISER MAY BE UP TO 2" LESS THAN UNIFORM RISER HEIGHT. MIN. LENGTH OF SWIM -OUT = 4 DARK, CONTRASTING BAND 2" HORIZ. & VERT. * With Vapor Barrier SLIP -RESISTANT (see note 2) 6" MIN.* DECKING SWIM—OUT DETAIL N.T.S. 4" 45' ANGLE ALL METHODS AND MATERIALS SHALL COMPLY WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2004 STAIR DETAIL N.T.S. SUCTION DRAIN MAY BE SUBSTITUTED FOR DUAL PORT SKIMMER ANTI -VORTEX LID 18 SKIMMER 2", -SUCTION LINE SIZE X 1 1/2" INSTALL A DOUBLE -90' PVC TEE -ARRANGEMENT MIN. 12" ABOVE GRADE PROTECT THE OPEN END OF THE VENT WITH A HAYWARD VENT COVER MODEL SP -1019 (OR EQUAL) TO PREVENT BLOCKAGE BY DEBRIS, INSECT INFESTATION OR PUMP MICROBIOLOGICAL CONTAMINATION. A LABEL FILTER SHALL BE PLACED TO PREVENT TAMPERING. LABEL VENT: POOL SAFETY DEVISE - DO NOT HANDLE"--�- — _ = TO RETURN i APPROVED SWIMMING POOL, SPA AND WADING POOL DUAL MAIN DRAIN ATMOSPHERIC VENT ARRANGEMENT COMPLIANT WITH R4101.6.6 OF THE RESIDENTIAL FLORIDA BUILDING CODE MAIN DRAIN SUCTION PIPING (SEE MAIN DRAIN PIPE SIZE CHART)* // PVC VELOCITY LESS 2 1/2" J " THAN 6 FT/SEC. (IF REQUIRED) 1 1/2" VENT PIPING MDX DEBRIS REMOVAL SYSTEM NTs THIS DRAWING IS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND RAISED SEAL OF A FLORIDA PROFESSIONAL ENGINEER. EVANS EXPIRATION. DATEI 12/31/06 - ENGINEERING INC. ,a 1 MASTER ENGINEERING PLAN THE SIGNATURE AND SEAL CIVIL ENGINEERING LAND PLANNING PERMITTING SERVICES FOR AFFIXED TO THIS AUTHORIZATION DAT 1 719 IRMA AVENUE SEVEN SEAS POOL CONSTRUCTION MASTER ENGINEERING PLAN MAY 31, 2006 ORLANDO, FLORIDA 32802 HEREBY AUTHORIZES SAID POOL COMPANY (407) 872-1515 1301 CANAL POINT ROAD TO USE AND MASTER FILE WWw.evansenginc.com CERTIFICATE OF AUTHORIZATION NO. 00006788 LONGWOOD, FLORIDA 407-509-0395 THIS DRAWING UNTIL THE EXPIRATION DATE NOTED. TIN TRAIN, P.E. *553 94� PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 1, BAKERS CROSSING PHASE 1 AS RECORDED It,,) PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: TI -IE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN 'THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). I U J l 6RMI1IC SCI LE 0 15 -'--30 TRACT R ----------------_ FENCE IE 0.5 CFF PC 15'19'28" s° °' � R=75.00' �,s° DRi v 0. L=20.06' 0. CB=S 57'01'48" E°`aaPso6� orq��11_ C=20.00' °SJSJ61 ` °SF 43.71 � J / -7 l _ o c0 SS, Ory J 75.00' ('F_rIrIFIrD r0 AND FOR TI -IF NOT PLATTED PER THIS PLAT xcl_I._Isr✓r I_tc ( DRrI 7nLr: COMPANY OF FLORIDA INC. FIDELITY NATIONAL 11TI-C INSURANCE COMPANY OF PENNSYLVANIA MARY C JONES SOUTIITI@l1 ST MORTGAGE CORPORATION DELA F.OUI0ANE MORTGAGE NOTE: 1. ALL' DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON TIME SL'-RVEY, IF ANY. 2. PROPI-rlY CORNERS SHOWN HEREON WERE SET /FOUND ON 10-03 -D1, UNLESS 01HERWISE `;HOW(() 3. TI1E SURV[YOR HAS NOT ABSTRACTED 11 -IE LAND S O',VN HEREON FOR EASEMENTS. RIGIIT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UINDERGROUND ItdInROVE!/ENTS IIAVE OEEN LOCATED EXCEPT AS SHOWN. 5. NOI VALID WITHOU F ll IE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, I HAVE LXAI.U40 THE F.I.f7,1.1, COMMUMfY PANEL NO 120204 0046 E GATED 4/17/05 AND FOUND II IC S1 JRJECT PROPER IY APPEARS TO UE IN ZONE x, AREA Ot1ISIDE 100 YEAR FLOOD. II IC SURVEYOR 6AAKCS NO GUARANTEES AS TO 111E ABOVE INFOPMATION. PLEASE CONTACT THE LOCAL F. CJI_A, AGf:Ni FOR VERIFICATIOtf. ELEVATIONS SHOWN HEREON ARE EASED ON SEMINOLE COUNTY VERTICAL CONUMI. AS FURNISHCO. HLARINGS 91OVd14 HEREON ARE 19ASFD ON -TIME SOUTHERI-Y LINE OF I.OT I nf-ING 5 69'35'18" W PER PLAT. (FIELD DATE:) 10-03-01 REVISCO: ---- --- REV C.ER iS •1/21/04 SL 1"_ ,50 FCF-T SCALE:----`-------__ Rf.v Gf. fi 15 t 9'04 SL riEv CF.R tS n]J�Od `L _ APPROVED Lt'i: EEC--- UPOA TIE Fn,AL S-1GJ04 ChD LS F1,'•I nl,_10=0.}-Oi/UO PRIA r0!Jr4pnllq_w 06-07-01 110 _ nS�131983 JOn PTO. —_ ADNO DESCRIf'T1005--7_0l JI.1L (P) REPOSITION 4-12-01 JUL DRAWN nY: --- _._.. PLOT PLAN—•1-fi-OI J,iL_ S. Z, ON , — �0 D y6J•4/L 1 9J (!p /OJ -01) C7� ----- - - --_ FENCE IS 0.7' OFF LEGEND — -- — BUILDING SETBACK LINE -- — CENTERLINE - — — RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRIA PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK C CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N ORLANDO AVE SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 LOT 2 S FND 5/8" IRON ROD AND CAP LO #4671 (10-03-01) 0 FND NAIL AND DISC LB 14671 (10-03-01) PND 1/2" IRON ROD AND CAP 0 LO #6393 (10-03-01) CNA CORNER NOT ACCESSIBLE 1�1 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD HEARING PC DENOTES POINT OF CURVAIURE PI DCNOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETEBLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE "MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. - 1 4 ✓ 11 -,04- THE VAK V *vUA FOR FIRM WILLIAM F. MUS ATELLO JR. PSMX49 B DATE i r. s 5 R.BAR CCNTrN000S - CP 2- a = R 8/ R CON i 7NUOUS MAP �• A TYPE u MODERATE SLOPE FOOTING Clydesdale Cir. rr it - i• - la,—S Sanford SeveN Seas CPC1456873 - Bakers Crossing ®I O AND DROP TONY CELL 427 6" BEAM 407-288-4462 \ 417 Lake MaryBly. DOUBLE STEEL 17-92 HOUSE SIDE �sS C Umbrela sleeve! 25'6 HOUSE 60 39'11 � X18" wide ! - rol i 12" wide Cb " Acrylic 9.1 De 326 S.F. 1 \° 14'0 330 S.F. 3F Q � 80 PERIMETER 1 36'7 EXTRAS SEVENSEAS POOL SPECIFICATIONS Pool Dimensions -29x14 Depth_3_To_5_To Water Surface Area 330 sf Perimeter 80 If POOL PLUMBING: Pump 1 STA -RITE MAX -E -PRO Size 1 HP Pump 2 Size MaFilt nr Ira TA -RITE CARTRIDGE Size 2 Skimmer -1 Returns -3 Infloor Deck Canister Overflow Auto Fill Sanitizer AUTO PILOT SALT Heater_AQUACALL Pool Light Automation 1_Type Time Clock Water Feature Manual Cleaning & Water Testing YES POOL TILE 6X6 TBD DECKA COPING CANTILIVER Deck Type Coping Existing Lanai DeckDrain Footer 8X8 Turndow Raise Beam Deck Jets Texture ACRYLIC -&CRF_EN 9 FEET WALL FOR SCREEN DOME color; bronze CHILD SAFET YES IIhITER LOR-EIMSH PEBLE COLOR TBD I _ I CITY OF SANFORD PERMIT APPLICATION Permit #�S^ I� dam. Date: Job Address: l����"" Imo' 1 e S 1 Q,rn (A-) 0--x Description of Work: ✓t e- c_ p U: -b Total Square Footage Historic District: Zoning: Value of Work: $ Permit Type:. Building Electrical � Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name & Address: Phone: Contractor Name & Address 90^0 —t d W_ a - State License Number: Phone & Fax: Bonding Company: Address: Mortgage Lender. . Address: Architect/Engineer: Address: Contact Person: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction- I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done:in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of there ire iso lorida Lien w, FS 713. 4-aI 0G Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/2006 Date UTIL: FD: Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Produced ID ENG: Personally Known to Me or BLDG: LIMITED POWER OF ATTORNEY Date I hereby name and appoint of I to be my lawful attorney in fact to act for me and apply to for an permit for work to be performed at a residence at a location described as: Section Township Range Lot Block ^Subdivision u tom'' s P S 1 %—(k) �j Street Address City or County Zip Code Owner of Property Address Telephone And to sign my name and do all things necessary to this appointment. Ronald R. Howe EC -13002933 Printed name of Active Certificate Holder State Registration or certificate Number R. Howe Electric Signature of license holder The foregoing instrument was acknowledged before me this 18 day of May, 2006 by Ron Howe who is bersonally.known to me who produced as Identification and who did not take oath. Notary Public, States of Florida ip Ann Martin c W Commission DD312061 a a Expires April 20, 2008