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Home My WebLink About208 Odham Dr (2)r. CITY OF SANFORD PERMIT APPLICATION 'Permit # �nrv-asa� : Job Address: Qli7rl- l D6 Description of Work: Historic District: Zoning: Date: �l �! O � �.r�`E�VED Value of Work: SL 4 00 C) 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 X— Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: D Flood Zone: (FEMA form required for other than X) Parcel #: (f55 7 — Z O — 3 f - O 5-- 0D 00 (nC6 iAttacb Proof of Ownership & Legal Description) Bonding Company: Address: Mortgage Lender: Address: Arcbitect/Engineer: Address: 1 State License Number: C- CSC 157,6a 3 V/ d M Contact Person: r� t Phone: 319 s c: 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 meat 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 the requirements of Florida Lien Law, YL.743. wn� Signature of Owner/Agent Date Signature ofContractor/Agent Date Print Owner/Agent's Name Pri on ge ame Signature of Notary -State of Florida Date i I bate �r DEBBIE BLANTON + MY COMMISSION # DD IeMl Owner/Agent is_ Personally Known to Me or Co nt isEXPIRRSrfWhdIprpWv" Me r Produced ID Pir6fliib TPY FL APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: (Initial & Date) Utilities: (Initial & Date) FD: (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 http://www.scpafl.org/pis/web/re_web.seminole_county_title?PARCEL=0720315050D000... 6/8/2006 B L OC K12 G 13.0 D , 20.0 .r �\` S • •- �;.:"` DAVID JOHNSON. CPA, ASA PROPERTY BLOCK B A, `' /•1 14.0 17.0 �1r �. APPRAISER .e BLOCK 13'4 r J SEMINOLE COUNTY FL. 1 101 E. FIRST sr SANFORDFL32771-1468 5.9 -• 207.0 9.0' , • _ �' 407-665-7506 SANDRA BLVD n• 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 07-20-31-505-ODOO-0260 Number of Buildings: 1 Owner: WRIGHT NATHANIEL & WANDA J Depreciated Bldg Value: $109,305 Mailing Address: 208 ODHAM DR Depreciated EXFT Value: $1,661 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $26,000 Property Address: 208 ODHAM DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: SANORA UNITS 1 AND 2 REPLAT Just/Market Valise: $136,966 Tax District: S1-SANFORD Assessed Value (SOH): $75,614 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $50,614 Tax Estimator SALES Deed Date Book Page Amount Vaclimp Qualified WARRANTY DEED 03/2003 04792 1971 $52,200 Improved No SPECIAL 04/1996 03071 0002 $75,900 Improved Yes WARRANTY DEED 2005 VALUE SUMMARY SPECIAL 02/1996 03048 1773 $100 Improved No Tax Value(without SOH): $1,578 WARRANTY DEED 2005 Tax Bill Amount: $966 CERTIFICATE OF 01/1996 03021 0565 $100 Improved No Save Our Homes (SOH) Savings: $612 TITLE 2005 Taxable Value: $48,412 WARRANTY DEED 01/1991 02258 0191 $76,900 Improved Yes DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 03/1986 01717 1292 $70,000 Improved Yes ASSESSMENTS WARRANTY DEED 08/1984 01569 1377 $38,400 Improved No WARRANTY DEED 10/1979 01252 1902 $43,000 Improved Yes WARRANTY DEED 01/1973 00988 1212 $35,900 Improved Yes Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS:j Pick... . j Method Units Price Value LEG LOT 26 BLK D SANORA UNITS 1 + 2 LOT 0 0 1.000 26,000.00 $26.000 REPLAT PB 17 PG 11 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE ONC $109,305 $129,355 1972 6 1,478 2,212 1,478 B FAMILY OCC Appendage / Sgft UTILITY FINISHED / 126 Appendage / Sgft OPEN PORCH FINISHED / 125 Appendage / Sgft GARAGE FINISHED / 483 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base. Upper Story Finished, Apartment. Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE http://www.scpafl.org/pis/web/re_web.seminole_county_title?PARCEL=0720315050D000... 6/8/2006 Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 Description Year Blt Units EXFT Value Est. Cost New FIREPLACE 1979 1 $600 $1,500 ALUM PORCH WICONC FL 1979 72 $187 $468 ALUM PORCH WICONC FL 1979 56 $146 $364 ALUM GLASS PORCH 1979 130 $728 $1,820 -hown are NOT certified values and therefore are subject to change before being finalized for ad 5prem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://www.scpafl.orglpls/web/re web.seminole_County_title?PARCEL=0720315050D000... 6/8/2006 FVAI.UATION EN—IM Gary Pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Report for Florida DCA # 73W4-16 MANUFACTURER Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513.770.4800 v,a,"„�„ lrst�ed below meet the desl$n The Clopay Building Products Company sectional doors as described on the drawings and test pressures shown. Based on the testing and rational analysts detailed below, this product is evaluated to be to compliance with the following provisions of the Florida Building Code: ®Outside the HVHZ: Wind Loads (tested m compliance with FBC 1714.53.1, rel: ANSI/DASMA 108 of TAS 202) E3 Inside the HVHZ: Wind Loads for HVHZ (tested in compliance with FBC 171453.1, ref. TAS 202), . 1625 Cyclic Tests for HVHZ (ref. TAS 203),1626 Impact Tests for HVHZ (ref. TAS 201) Description otProdact: Steel Pan (mm. 25 ga.) Double Car (9'2" to 16'0^ wide) WINDCODE' W4 Garage Door Des' pnssures: +24/--245 Test Pressures: +36/--37 Specific Models and Technical Documentation: Drawing No. Comments - 73W4, I SOOW4, 75W4, 19OW4, 84AW4 94W4 HCN-41 101711-ReV06 Glazing approved per HCN-41, HCN-3. Low head room track approved perHCN-126. 102047-RcW5 Glazing approved per HCN-41, HCN-3. Low head room track approved HCN-126. 42W4, 48W4, 55W4 HCN-41 HCN-41 HCN-41 102138-Rev03 102410-Rev02 Glazing approved per HCN-41, HCN-3. Low head room track approved per HCN-126. Glazing approved per HCN-41, HCN-3. Low head room track approved ver HCN-126. 4RS7W4, 6RSTW4 4RSFW4, 6RSFW4 HCN-41 101980-Rev05 Glazing approved per HCN-41, HCN-3. Low headroom track approved Per HCN-126. 110RW4, 120RW4 HCN-41 102486-Rev03 Model uses horizontal reinforcement; door height does not affect performance. H73W4, H500W4, H94W4 HCN41 HCN-41 102492-Rev02 102577-Rev02 Model uses horizontal reinforcement; door height does not affect . Model uses horizontal reinforcement; door height does not of ka ormance. perf H4STW4, H6STW4 H4SFW4, H6SFW4 Installation requirements: Installation must be in accordance with manufacturer's installation instructions. Limitations and conditions of ose: Jambs, lintels, sills or other structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the drawings) referenced above. Certification of Independence of Evaluation Entft: l hereby certify that (1)1 have no financial interest in Clopay Building Products Company; (2)1 am an independent licensed Professional Engineer in the State of Florida; and (3)1 comply with the criteria of independence as stated in 9B-72.110 FA.C. Gary Pfuehler, P. E. Florida P. E. No. 49850 Date: Zl-Tl Fa.s: 73W4-16-REv03 F LOO GOUDA PRODUCT UC T APPROVAL, 302SHI.6 7°1°an UPON CP mwawa W.O ie I`OrIgWL v°itnf L M • AMML 0 row P M Mm w.,.o ON wi. if maw mm NRUM 17 r�wrN v1 W +o w io aMuE arm pMwwm rooao wagnMCN am saw U a OL GIM tma aaN 30 raorm Y YM SWAH0M! w NM r +YT RlMLA ear M WWW flMt VCN a Is G06 OLV. an w om `) ° ° a10 M= Kim" apo -i C o r. a1OM a mi+a°a TOO -LA ar0 ar C(M.wasaGDM a2avWlMi mom uw aMCN W= NOR: OL WA room wa Swoon aMQ AM M+w"m RM 19% laW wam wa W. Na OOK i 12 a.� �WLpV.. �M wm IWCV- �s/+Nti+-e/.� woo an s� as �0110�rma °iivaca�i�aNM a.d " 2-+/2M2 N 4" mm W1=waaar. 1Q nva�aw7pa�A�Pa aR v� �) p IfAOIIOON+O x AMlat b AN 0/IMN VOTmm "Mm �T7/.U0 sw 19011M Rim CLMM C q 7eRr iii "i� sa aaMm uo eoN�n ra M py� Nor awwm m rMo,Mcroam UJIMM MwMCC NOAQ IYm1 w NOW Twxm UWA IWORO N am RRNIm )10 sm M W. aw. an aM mu mm awprwm N mom harm Building Products TM - 8_m ,.e, ft*W IW A SM VW w+r Company i" Rs °"'�" U t• �aaum 1G'0'W N VO'H 16*W +24/-24.5 PSF DES. NCv. 101711 06 raw. am nMa rMnam m� u a. aeM+ L`'�� 4 M 1 4 win. NYR r/��Y/t' aL 04M .5 aivi. ra oo NMS. plu r or wNw2 wor 10 au am moo+ u►a aA woo"MwN�■ raMOl1 �L oOOR rr�.aaeal.mor JUMML16C �iEi • �O Ria awi� M OCMOI Cr aw wRONINo fINYOIYML 6OiOlR OdON aRll �.0 �rWr s YIM r++OraMRY t ar noNa rs NC rt lorN rt N+Ma aQemm 1 S M wp �"�O OESIG LOADS: +24.0 PSF & -24.9 PSF sm m pmp TEST LOADS: +36.0 PSF & —37.0 PSF mm awprwm N mom harm Building Products TM - 8_m ,.e, ft*W IW A SM VW w+r Company i" Rs °"'�" U t• �aaum 1G'0'W N VO'H 16*W +24/-24.5 PSF DES. NCv. 101711 06