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Home My WebLink About306 Woodfield Dr (2)Permit # Job Address: 0 v o Description of Work. - Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: 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 ReplacementNew (Dud 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) NIMMONS Parcel#: p Z0 30 d 8a00 — P 7 / (Attach f f era710 b'p& aiDescription) Owners N • e & ddrew:: ' ` e i C Z 7 Phone: Coo ctor Name & ddress: S' f ` sT L - C s State Liceose.Nomber. 6 ` L Phone: _p?7% Pbooe & Fa:: ConMM Person: Bonding Company: Address: Mortgage Lender. Address: Phone: Architect/Eagineer. Fa:: Address: 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 thectioninthis permit must lured fbrr t and tall work will be ELECTRICAL WOORRKo PLUMBING, to meet UMBING, SIGNS dardsof POOLS, FURNACES, BOILERS, HEATERS, TANKS, and iction. I understand t a separate 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. 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 thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acoaptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date 1' 00io 025-M " Signature of Contractor r • C /r are Print COntractor/r gem 1`Ipnw c L4 1 Signature of No 9 a•fi Owner/ Agent is _ Personally Known to Me or Contractor/Agent.jg P rj Wte or Produced ID C Produced ID n-t l . N 4 - APPLICATION APPROVED BY: Bldg:\ 00410r., Zoning: Utilities: FD: Initial A Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 39. o v TION EN product Evaluation Report sieWer, P. E. knew Oak Cpun for Florida DCA Fai&eld, OH 45014 Evaluation Report # 4300W4-16 MAN_X ff&Q MgR Clopay Building Products Company 8585 Duke Blvd. Maso% OH 45040 StaUClient of (Ao1D_UsnR. 11StEd below mod the destptsectionaldoorsasdescribedonthedrawmgsTheClopayBuildingProductsCompanyandrationalanalysisdetailedbelow, this product is evaluated to be inandtestpressuresshown. Based on the testingplisnkxwiltthefollowingprovisionsofthe Florida Building Code: outcomside the HVBL Wind Loads (tested m compliance with FBC 1714.5.3.1, ref. ANSVDASMA 108 or TAS 202) E3 laside the HVHZ: Wind loads for HVHZ (tested in comps with FBC 1714.5.3.1, ref. TAS 202), T for HVHZ rs£ TAS 203 1626 Tests for HVHZ ref. TAS 201 1625 1.,Irk Double-sldn Insulated (eacrior skin 27 ga. min.; iaunor skin 27 ga min. WINDCODe W4 Garage DoorDescriptionofProductDoubleCar9'2" to 16W wide) Test pmssum: +38/--38 Des' Pressures: 25.5/ 25S Specific Models and Technical Doeomentatton: Drawin No. Comments Model 4400W4, 4401W4, Test Glazing approved per HCN-5A, HCN-5. Low head room track approved HDGW4, }IDC'LW41 HCN-29 101481 Rev07 per HCN-126. 430OW4, 4310W4, 4301W4 C,g approved Per HCN-SA, HCN-5. Low head room track approvedSp20WSE20W4, 4, SF20W4 HCN29 101481 Rev07 per HCN-126 HCN SA, HGI3-5. Low bead room tsaciI approved 66W4, 67W4, 68W4 HCN29 102050-xevo3 C, g approved per v per HCN_126. x400 14, H401 W4, Model uses horizontal reinforcement; door height does not effect H31OW4, H30OW4, HCN 29 102489Rev01 performance H301 W4 Installation rrartiromeMts: Installation must be m accordance with manufacturer's installation instructions. elementsrequiredtoprepareopeningsare not covered. Limitations and eonditiona of use: Jambs, lintels. sills or other structural of the fessional of record for the building or structure The design of the supporting smWtu o elements shall be the respons lily Pro and in accordance with current building codes for the loads listed on the drawing( s) referenced above. certifythat (1)1 have no financial interest in Clopay Building CertificationofludeoeMdenveofEvaluationused [: I hereby in the State of Florida; and (3)1 comply with the criteria ProductsCompany; (2) l am an independent licensed professional Engineer of independence as stated in 9B-72.110 F.A.C. Gary PfinbYer, P. E. Florida P. E. No. 49850 Date: ` ' r 43WW4- 1&*X 2 FLOO QODQ PRODUCT APPROVAL 3 2GRI o5 NOTIE 11 D WInER7-0QCONSIST 0 1 OPTIONAL WINDOW DIES OSe 0IJ1S5 OR AtB2t1L1C GlAZRAtQ All IS P' ACRYUC ASKOLRE OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH 0C/F9C 2600. (SEE SECTION 0-0) KEYED J ISIION MAX. DOOR WIDTH - IV-0' JEE,fI EI.E1f3 OEI ' i5 ( N) SNAP LAWN ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON 1 OA. EACH 510E OF No, BE COUNTERSUNK MOUNTING SURFACE IIOIUZONTi(L JAMBS 00 NOT TRANSFER LOAD. THE 0 IIllm almm L ON THIS mom DARTS M F- adf— ISO L010 MR1101DIaq or M ro m SIA<ONO 000E an 10" Ram *m9 eurs TK OUTSIDEHWIHANDLEEND STILEmasawPlini°OR 4) / 14x5/B• SHEET METAL SCREWS INSIDE HAMM swo u ENO STILEI4) 1/4-MS/4' SELF TAPPPING SCREWHANDLE E ' u esA ENe NOffi[ 1e OILIN1ERYmNNW1 TNNW 4 NOTE14CAINTERMEDIATELOCKamaHINNIESON24MIA. EXIEJ110R SKIN o00R YODELS.) EACH STOP MOULDING CTOMSS DOOR OF DOOR. 16 oA GALV. STEEL END STILE ENO STILES HELD BY HINGE SCREWS) 2a5 YELLOW PINE JAMB }----j yU"Wd 3 4p SLEEVE ANCHOR BOLTS ON Zc' CENTEtS WIFI C-1I0 1// 4'af' T APCONI ON 1FJ% CENTERS (2N HS51 EON. OONCflElE) WASHERS NCEUOED WRH SU'3.VE ANCIgRS, 1 0.0. NN. WASHEERS REOIRRED BUI NOT IIEO{ RR[DI TO DAFROM A SURFACE HORMWAL JAMBS 00 NOT TRANSFER LOAD. O SLIDE BOLT It LOCK ENGAGES INTO VERTICAL TRACK * DN°NE OF OSIDE OOOR. SJ15 ESLl DOLT LOCK OPTION2' 7NICK SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF ODOR 1.Y5' 1WCK, 1/ OENSTIY EXPANDED POLYSTYRENE FOAM INSULATION IAMILATED TO NTH EXTERIOR INTERIOR SKINS. AND 12 CA GALV. STEEL TOP BRACKET WR BRACKET. /(3) f1RxS/B' SHEET METAL INGUE AND GROOVE JOTS. 14 GA. OALV. STEEL ROLLER S_EN0) MNOE EACH FASTENED TO END STILES W/i4) 1 INS/R• 9/ E,ET METK sCNENrS AANNDD 4 1 3 SELF TAPPING SCREWS SECTION A -A 1-- 3' s 20 GA. DAILY. STEEL U-BAR. ONE HORIZONTAL TRACK SUPPORT BY PER SECTION EXCEPT BOTTOM SECTION WHICH R ROUES TWO U-BARS. U-BARS DOOR INSTALLER (TO SUIT) ATTACHED W 2 1//4'a3 4' SELF TAPPING SCREWS TAR HLOCATION. 27 OA STEEL INTERIOR GALV. SKIN WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COI 13 0A GALV. STEEL FLAG BRACKET. EACH FASTENED TO W000 JAMB WITH MI.. 3) 5/16'rl- 5/B' LAO SCRETRAM CONFIGURATION lMIN TOP L% LEHORIZONTALATTACHEDWTTN %B' S ETAL SC ALUMINUM CKTRU190N VINYL WEATHERS RIP. 0- 2' OALV. STEEL TRACK. , t4jDmOUKE OIN TRACK THICKNESS:' OW NFRONTFRAYSWITHU. V. COATING ON OUTSIDE SURFACE. TYP. 2-1/2%12 OA GALV. STEEL TRACK BRACKET. 4) TRACk BRACKET PER SIOE DISTANCE BETWEEN 7p TO EXCEED 30' O. C. A DOOR WM DOUBLE TRACK AVAILABLE AN OPTION MOLDED INSIDE / By3/4' PAN HEAD SCI LOOK LITE RETAINER. AVAILABLE SFc^°N 111-R 12 CA GALV. STEEL TRACKS PReOARATKNI aF LAMAS RY eTNE es THE OESroN OF THE SUPPORTING STRUCTURAL ELIDWITS OEM ENGINEER: LARK WESTERFIELD, P.E BRRACKET FASTENm TO SIN BE THE RESPOMSI RY OF THE PROF SWNAL OF FLORIDA P.E. 4B4iy NC P.E. /23831 TEXAS P.E. t JAMB WITH ONE 51 x'- 5 B' RECORD FOR THE BUILDING OR STRUCTURE AND a ACCORDANCE 0 N 1AA08: +253 PSF t -25.5 PSI/ WOOD LAD SCREW PER BRACKET. 1B GA MIN. GALV. STEEL CENTER MIRE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS ORAWa0. TEST LOADS: +3LO PSF t -3LO PSF 2' GALV. STEEL, TRACK FASTENED TO INSIDE SKIN w ( 4) SeAL6 vnmw Arno Iur >M FASTENED TO TRACK BRACKETS. EACH 14s5/B' SHEET METAL SCREWS. _ olopay MAY BUILDING PRODUCTS COMP ANY EACH BRACKET ATTACNEO WRH ONE 14 OA GALV. STEEL ROLLER HINGE FASTENED TO E1565 DUKE BLVD. MOO NOTED W WI 1O B' 0' 1/4'SiS/B' BOLT t MR gg ENO SHOES W/ 4) EACH 144// SHEET METAL MASON, ON 45M B 14 S WINOLOAD MINDERS 1YY0 1/4' RNETS SCREWS AND (4) 1/4'I13,4' SELF TAPPING SCREWS. ISYgR1 ST MWW 4400. 4401. 4310. NOG, HWGL, 4300, ggyE, Building Products (513) n0- 48W acaae m B NMv1w NgL1 an ndy n flR'_ S / I IA11fil(CllQ/ &L ° I Ai om stk o=w KmComDonvowIwrnANlw* Rw.wA - 101481 AV LU 4TION ENTITY G fuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Report for Florida DCA Evahuti(M ggpStn # 4300W4-16 MANUFAU= Clapay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513.770ASM Statement Of Comaliance: listed bow meet the designProductsCompanysectionaldoor's as described on the drawings elelroductis evaluated to be in and test press The Ck pay Building and rational analysis detailed below, this ppressuresshown. Basedonthetestingcompliance vAh the following prate of the Florida Building Code: outside the HVHZ W Loads ( m compliance with FBC 1714.5.3.1, ref. ANSUDASMA 108 or TAS 202) D Inside the HVHZ Wind loads four HVHZ (wed m COD°p e `vitb FBC 1714.5.3.1, ref. ?AS 202), 1625 Cyclic. Tests for HVHZ reL TAS 203 1626 Tests for HVHZ ref TAS 201 Double - skin Insnlatad (exterior skin 21 ga. min.; interior skin 27 ga. min.) Description of Product: Double Car (9,r to 16'0" wide) WIIdDCODEe W4 Garage Door Specific Models and Teebawal Documentation: 0--- vt taawine No. 4400W4, 4401 W4, I Glazing approved Per HCN-5A, HCN-5. Low head room track approved HDGW4, HDGLW4, HCN-29 101481-Rev07 perHCN-126. 4300W4, 4310W4, 4301W4 Sp20W4. SF20W4, HCN 29 101481-RoW SF2OW4 66W4, 67W4, 68W4 HCN 29 102050-Rev03 H40OW4, H401 W4, H310W4, H30OW4, HCN-29 102489-Rev01 H301 W4 approved per HcN-5A, HCN-5. Low bead room track approved per 11\ dM-ar v. Glazing approved per HCN 5A, HCN-5-per Lowv6ead room track approved HCN-126. ` v Model uses borizontal reinforcement; door height does not effect performance laatallstlon reunirements: Installation must be in accordance with mauufactuIWs installation instructions. Limitations andconditionso! ode: Jambs, lintels, sills or otber straetrual elements required to prepare openings are not covered. stinrcturai elementsshallbetheresponsibilityoftheprofessionalofrecordforthebuildingorstructureThedesignofthesupportingreferencedabove. and inaccordancewitbcurrentbuildingcodafortheloadslistedonthedrawing( s ) Certification o! Independence of Evaluation Entice: I bereby certify that(1) 1 have no financial interest in Clopay Building independent licensedProfessionalEngineerintheStateofFlorida; and (3)1 comply with the criteria Products Company; (2)1 am an of independence as stated in 9B-72.110 F.A.C. Signature: Gary PfualtEW, P. E. Florida P. E. No. 49850 Date: lel- T ` d Jr Ri.V. 43ot w4-16.1trM FLORUDA PRODUCT APPROVAL 302GRI.5' 0 0 1111r 0 1e11, 0 1101, I, 1011, , I11I0 r OPTIONAL WINDOW UTES OSS GLASS OR 1/0- ACRYLIC AVAIL46LL OPTIONAL 5 OMOWINGSPLASKOLITEOOR 6 LUM CP APPROVED OC2 PLASTIC IN 7 ACCORDANCEWITHIBO/FBC 2605. (SEE SECTION a-B) gxAMA EVE ANINK NOR OL CENTERS C-90mLmp r SEE 6fTERMEWATEOR 24- CEN ERS ((2 000 PSI. ORMINCE OETAIL ' TAPOONSCREWS &. 16-3/4' CENTERS (2, PS1 MIN. wASNE71s INCLUDED WITH SLEEVE ANC1ORS. ' 0.0. MIN. WASHERS REQUIRED SEE END WITH TAINCONS. ANCHORS MlkY BE r MINCE DETAIL ( 6UTf REOWRD) TO PROVIDE A FLUSH COUNTERSUNK MOIRIIUK7 SURFACE. MORO:ONTAL JAMBS 00 NOT TRANSFER LAID. I OPTIONAL LOCK LOCK EKEYED .J I POSfTON MAX. DOOR WIDTH - 16'-0' JE E. EI EYA90E1 DOORS POVERTO 7-Q' MK1M CONSST OF 4) SEC110N5 (NOT NLpWt SNAP LATCH ENGAGES 000RS 7 -0 N6QN CONSIST OF (1 SECTIONS (SHOWN). ONTO VERTICAL TRACK. to) rumfe wvAl . cua a..wc a- 4) 1/454/ 4' SELF TAPPING SCREWS 2x6 YELLOW PINE 2' GAIN. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BIIIACKETONE 1 11K01BOLT /4 RNt NKTET' S. g ENDSTILENOTE 14OIL. INERMEDIATE L// L K am N9gE5 ON 24 GA. EXTERIOR ' r w ENGAGES 1 SKIN DOOR MODELS.TRACK ON R Sry DOOR EACH SIRE IJ OF ODOR. 1B GA GALV. STEEL ENO STILE END STILES HELD BY NNE SCREWS) eseoARAnON OF .IAMae 9Y DINERS. 16 GA. MN. GALV. STEEL CENTER MINCE FASTENED TO INSIDE SKIN w/( 4) EACH /14x5/6' SHEET MET, SCREWS. 14 GA. GALV. STEEL ROLLER MINCE FASTENED TO ENO STILES Wf, 4) EACH 14x5/6' SHEET METAL SCgEWSAND ((1 1/4'x3 SELF TAPPING SCREWS LAP-M.. n n ARE > IDNfD IN RLR 2' THICK SUICONE FILED CHANNEL SEPARATES FRONT AND BACK SKIN OF ODOR 1.95' THICK 1/ DENSITY EXPANDED OOLYSmmsm FOAM INSULATION LAMINATEDBOTHEXTERIOR INNTERIOR SIGHL AND I iSLIDELOCKIENGAGES OLT 12 GAGALV. STEELTOP INTO VERTICAL ROLLER BRACKET. EACH Mr -ON OOF NE EACH SIDE 14x5RACKET ASHE ET META/ L(3) SCREWS. - TONGUE AND GROOVE JOKM lOCIL02InB 14 CA. OALV. STEEL ROUFA (M HNGE EACH FASTENED TO END SIRES w/(4) I14xS 6' SHEET METAL SCREWS lNNO L7 011 MN. STEEL EXT. i4) 1//4'x3/4' SELF TAPPING 9CA GALV. STEEL WITH A SEeMN MA CEC-ON PRIMER AND Aj `3' x 20 GA. GALV. STEEL U-BAR. ONE PER SECTION, EXCEPT BOTTOM SECTION HORIZONTAL TRACK SUPPORT BY WHICH REODUIRES TWO U-BARS U-BARS DOOR INSTALLER (TO SIRE) ATrTAP% GED w 2 1PQt•=SELF LOCJITION. 27 GA. STEEL INTERIOR OALV. SKIN WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP CO r 13 Oh GALV. STEEL FLAG BRACKET. I EACH FAST04ED TO WOOD JAMB WITH 3) 5/16-0-5/ 6' LAG SCREW.. TRAM CONMIRATION U1R TOP BRACKET 13 GA. GALV. STEEL BOTTOM BRACKET. ITN HORIZONTAL ATTACKED WITH (4) / 14x5/6' SHEET METAL SC ALUMINUM EXTRUSION OQUOLF TRACK ! VINYL WEATHERSTRIP. 2' OALV. STEEL TRACK,, LOIN N N FRONT FRAME WITH U.V. L. TACK THICKNESS .060 COATING ON OUTSIDE SURFACE. TYP. 2-1/2'x/ 2 " OALV. STEEL TRACK BRACKET. 1) TRICK BRACKET PER SLOE. DISTANCE WrNM EESH TO EXCEED 30' O. C. low" I - A ACHED DOUBLE TRACK _ AVAILABLE AN OPTION OR LEADED - MOLDED NSIOE LOOK LRES Nx3/ 4- PAN MEAD SCI U LITE RETAINER. LABLE SECTION B-R GINEER' MARK WESTERFIELO, PJL E" TNE R ESPONSIBRLITI SUPPORTING PROFE O FLORIDA EOE91011 LOAOS:P a PS11 RECORD FOR THE BUILDING ORSTRUCTUREANDINACCORDANCEWITHCURRENTBUILDINGCODESFOR THE LOADS LISTED ON THIS DRAWING, TEST LOADS: +36.0 PSF MN -35.0 PSF CCLOPAY BUILDING PRODUCTS COMPAW > NOTED x W 4 I WA x 4. 0- OpBy 8585 DUKE BLVD. SAM MASON. OH 45046 6 14 3 a—M, WNDIOAD MODELS MAW xe ''""" 4400. 4401. 4310. NOG, MOOR. 4300. ding Products (513) nD-46DO D VIAVM IxAL1oe ta[idSxxn D 101481 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 is tw ayet1 D AVID JOHHSON, CPA, AS.A PROPERTY ' APPRAISER r, SEMINOLE COUNTY FL. 21 4r 55 1101 E. FIRST ST F4{, y1 y • - SANFORD, L 32771-1468 F 3] i J7 407 - 665 - 7506 `' 7 Ta 33 r IILII. 1 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10- 20-30-507-0000-0570 Number of Buildings: 1 Owner: HARVEY MICHAEL R & KATHLEEN P Depreciated Bldg Value: $150,158 Mailing Address: 306 WOODFIELD DR Depreciated EXFT Value: $6,125 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $ 26,600 Property Address: 306 WOODFIELD DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: GROVEVIEW VILLAGE 3RD ADD REPLAT Just/Market Value: $182,883 Tax District: S1- SANFORD Assessed Value (SOH): $99,169 Exemptions: 00-HOMESTEAD ( 1994) Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $74,169 Tax Estimator 2006 VALUE SUMMARY Tax Value(without SOH): $3,129 SALES 2006 Tax Bill Amount: $1,403 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes ( SOH) Savings: $1,726 WARRANTY DEED 08/ 1984 01578 0134 $61,900 Improved Yes 2006 Taxable Value: $ 71,281 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND PLATS: P Land Assess Land Unit Land Method Frontage Depth Units Price Value LEG LOT 57 GROVEVIEW VILLAGE 3RD LOT 0 0 1.000 26,600.00 $26,600 ADD REPLAT PB 26 PGS 9 & 10 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1984 6 1,412 2,592 2,052 CONC $150,158 $165,009 BLOCK FAMILY Appendage / SgftENCLOSED PORCH FINISHED / 640 Appendage / Sgft GARAGE FINISHED / 500 Appendage / Sgft OPEN PORCH FINISHED / 40 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New POOL GUNITE 1988 512 $5,376 $10,240 COOL DECK PATIO 1988 168 $309 $588 SOLAR HEATER 1988 1 $440 $1,100 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. oi-g/web/re_web.semiiiole_county_title?parcel=10203050700000570&... 1 1 /30/2006