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Home My WebLink About119 Woodfield Dr (5)CITY OF SANFORD PERMIT APPLICATION Application # : �)) Submittal Date: � � f 2 � C- 7 Job Address: Value of Work: Parcel ID: Z 0 - 30 Cis Zolne- Historic District: Description of Work: 71 C / C C C CSC Square Footage: Permit Type: Building ' L Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ 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 Occupancy Type: Residential te— Commercial ❑ Industrial ❑ Construction Type: # of Stories: # of Dwelling Units: Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Use Group(s): Flood Zone (FEMA form required) / % / ...... •PropertyO••1�0� e--7-- •I••• /' ✓I• O•••••••••••••Contractor:•• %•••••.•-•t't%5• C.o ••—j ....ac....... Property � wC. Address: !/wner/51 L✓oo�'T�`c Ir_ -1 IJT-_ Address: ) Z —qe- - r%5 � ?7 `� t-& c c H �L 3 � Phone: 1/07- 330 " qq7 -mail: Phone Z�- 077 State License Number:GBC 06034/ Bonding Company: Address: Arch itect/Engineer: Address Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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. e 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 o�Florid e F Signature of Owner/Agent Date Signature of Contractor/Agent Date %t' �_c ka-e, / S-t�--ff-L . �s Print Owner/Agent's Name Pr' Contractor/Age is Name �I1i�11l�x/ Signature of Notary -State of Florida Date Signature of Notary -State of Florida \\\\\ `N • l y///// 00MISSip�.� 16 Ln Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Persona�gcS�v�(dtt� nr� _ Produced ID Produced ID jEj V�2g8� APPROVALS: ZONING: UTIL: FD: ENG: Special Conditions: Rev 02/2007 ❑Aviv JOHnsom. GFA, ASA cn - PROPERTY ^` APPRAISER WOODFIELD CT ° < SEMINOLE COUNTY FL. p F 1101 E. F&RsT 5T A SANFORD, FL 32771-1468 407-665-7506 Ek m 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-505-0000-0880 Number of Buildings: 1 Owner: LOPEZ ALFONSO Depreciated Bldg Value: $144,000 Mailing Address: 119 WOODFIELD DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $33,000 Property Address: 119 WOODFIELD DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: GROVEVIEW VILLAGE 1ST ADD REPLAT Just/Market Value: $177,000 Tax District: S1-SANFORD Assessed Value (SOH): $82.078 Exemptions: 00-HOMESTEAD (1998) Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $57,078 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount(without SOH): $2,461 QUIT CLAIM DEED 09/2001 04209 1869 $100 Improved No 2006 Tax Bill Amount: $1,084 WARRANTY DEED 02/1997 03203 1858 $71,000 Improved Yes Save Our Homes (SOH) Savings: $1,377 WARRANTY DEED 12/1991 02375 2049 $77,700 Improved Yes 2006 Taxable Value: $55,076 WARRANTY DEED 03/1984 01535 0308 $62,200 Improved Yes DOES NOT INCLUDE NON-AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage DeLand Unit Land pth PLATS: Pick... Method Units Price Value LEG LOT 88 GROVEVIEW VILLAGE 1ST ADD LOT 0 0 1.000 33,000.00 $33,000 REPLAT PB 26 PGS 4 TO 6 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1984 6 1,419 2,138 1,419 CONC 1 SINGLE $144,000 $158,242 FAMILY OCC Appendage / Sgft SCREEN PORCH FINISHED / 170 Appendage / Sgft GARAGE FINISHED / 500 Appendage / Sgft OPEN PORCH FINISHED 149 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits 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. EVALUATION ENTITY MANUFACTURER 4 Gary Pfuehler, P. E. Product Evaluation Report Clopay Building Products Company 5665 Green Oak Court for Florida DCA 8585 Duke Blvd. Fairfield, OH 45014 Mason, OH 45040 Evaluation Report # 4050W5-16 513.770.4800 Statement of Compliance: The Clopay Building Products Company sectional doors as described on the drawings listed below meet. the design and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in compliance with the following provisions of the Florida Building Code: 19 Outside the HVHZ: 1606.1 Wind Loads (tested in compliance with FBC 1707.4.3.1, ref. ANSI/DASMA 108 or TAS 202) CI Inside the HVHZ: 1619 Wind Loads for HVHZ (tested in compliance with FBC 1707.4.3.1, ref. TAS 202), 1625 Cyclic Tests for HVHZ (ref. TAS 203), 1626 Impact Tests for HVHZ (ref. TAS 201) Double -skin Insulated (exterior skin 27 ga. min.; interior skin 29 ga. min.) Description of Product: Double Car (9'2" to 16'0" wide) WINDCODE® W5 Garage Door Design Pressures: +30/-30 Test Pressures: +45/45 Specific Models and Technical Documentation: Model Test Report Drawine No. Continents 2050W5, 2051 W5, Glazing approved per HCN-9, HCN-5A. Low head room track approved 2053W5, 4050W5, HCN-9 101595 Rev06 per HCN-126. 4051 W5, 4053 WS Glazing approved per HCN-9, HCN-5A. Low head room track approved 62W5, 64W5, 65W5 HCN-9 102053 Rev02 HCN-126. DP38W5, FL38W5, _per Glazing approved per HCN-9, HCN-5A. Low head room track approved 134W5, 135W5, HCN-9 102142 Rev03 per HCN-126. 136W5 Installation requirements: Installation must be in accordance with manufacturer's installation instructions. Limitations and conditions of use: 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 drawing referenced above. Certification of Independence of Evaluation Entity: I hereby certify that (1) I have no financial interest in Clopay Building Products Company; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3) I comply with the criteria of independence as stated in 9B-72.110(3), F.A.C. and 9B-72.110(4), F.A.C. Signature: Gary Pfue r, P. E. Florida/P. E. No. 49850 Date: FILE: 4050W5-16 REV02 MODELS 2050 2051 2053 4050 4051 4053 0 I m u x w x 0 0 a MAX. DOOR WIDTH - 16'-0" INSIDE ELEVATION DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). It xL,llury OR DETAILS. LOCK POSITION (BOTH SIDES) 11'11] UUUI( MttlJ UK tXUttUJ IHt utblu" LOADS FOR THE WIND SPEEDS LISTED BELOW ACCORDING TO THE 2001 FLORIDA BLDG. CODE OR 2000 IBC (ASCE7-98) FOR THE FOLLOWING CONDITIONS: 1 ) ENCLOSED BUILDING, 2) DOOR HAS 2' OF WIDTH IN BUILDING'S END ZONE, 3) IMPORTANCE FACTOR OF 1.0, 4) ANY ROOF (WIND SPEED (MPH) 15 110 1 120 I 1201 130 ENO SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK QPTION END INTER. STILESTILE OUTSIDE HANDLE /� FRONT FRAME WITH U.V, / COATING ON OUTSIDE SURFACE. 4 FLORIDA P.E. LOCK BAR -J", ENGAGES IN °qTE' 2/9/96 MASON, OH 45040 OUTSIDE KEYED LOCK TRACK ON BAR LOCKING EACH SIDE DRAWN BY. MWW Clopoy Corporpllon All Rlghls Reserved. LOCK OF DOOR. DSB GLASS OR 1/8" ACRYLIC MOLDED INSIDE SECTION B -B #8x3/4" PAN HEAD SCREW LITE RETAINER, 10 SCREW WINDOW LITE (10 SCREWS PER LITE) HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"0-5/13" WOOD LAG SCREW. TRACK CONFIGURATION NOTE: DOUBLE TRACK LOW HEADROOM IS DOOR AVAILABLE AS AN OPTION HEIGHT "L" 6 -6 70 i- 2" GALV. STEEL TRACK, 7 -0 76 TRACK THICKNESS: .060" 7 -6 8 8 -0 88 SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAPLATCH ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED END HANDLE STILE - INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION LHR TOP BRACKET DOUBLE HORIZONTAL TRACK 1-3/8" 1 POUND DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTERIOR AND INTERIOR SKINS. 27 GA. STEEL MIN. EXTERIOR GALV. SKIN WITH A BAKED -ON PRIMER AND POLYESTER PAINTED TOP COAT, TONGUE AND GROOVE JOINTS. --- (4) #14 SHEET METAL SCREWS — O O (4) 1/4" DIA, SELF TAPPING SCREWS 4 GA END HINGEGA. INL-tRMED�T_ yERTICAL JAMB AT T - ( OR 2,000 PSI MIN. CONCRETE COLUMN 3/8"x4" SLEEVE ANCHOR BOLTS ON 17" CENTERS (C-90 BLOCK) OR 22" CENTERS (2,000 PSI LAIN. CONCRETE) OR 1/"x4" TAPCON SCREWSPSI MIN. CONCRETE). WASHOERS1 INCLUDEDRWITH 000 SLEEVE ANCHORS, 1-1/4" O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD-/ JAMB WITH ONE 5/16"0-5/8" WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK - FASTENED TO TRACK BRACKETS, EACH BRACKET ATTACHED WITH ONE 1/4"x518" BOLT & NUT DB TWO 1/4" RIVETS. JAMB CONFIGURATION TYP. 2-1/2"02 GA. GALV. STEEL TRACK BRACKET. DOUBLE TRACK (4) TRACK BRACKETS PER SIDE. (FACTORY ATTACHED) LOW HEADROOM OPTIOIII AN VERTICAL JAMB ATTACHMENT SWOOD FRAME BUILDINGS)' Map 1/2"x3" LAG SCREWS ON 15 CENTERS. -1/a" O.D. MIN. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK Building Products (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD, DRICINAL DRAWINGS ARE SIGNED IN BLUE INK WITH A RAISED SEAL (EMBOSS). Company i DATE DESCRIPTION 3/2000 ADDED MODEL 4052, 2052 3/2000 ADDED DOUBLE TRACK 1 -HR OPTION NOTE 11/2000 CITY (1) WAS (2) FOR TRACK BOLT 10/2001 ADD M N 4053; DELETE M N 2052 & 4052 05/2004 ADD M N 2053 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED WITH (3) #14x5/8" SHEET METAL SCREWS. SECTION A- 14 GA. GALV. STEEL ROLLER HINGE. EACH FASTENED TO END STILES W/(4) j�14x5/8" SHEET METAL S E S. 3" TALL x 20 GA. GALV. STEEL U -BAR. 50 KSI MIN. TWO PER SECTION. ATTACHED WITH TWO 1/4"x3/4" SELF TAPPING SCREWS PER HINGE LOCATION. _- 29 GA. STEEL MIN. INTERIOR GALV. SKIN WITH A BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS, STOP MOULDING BY DOOR ` INSTALLER (TO SUIT) - 20 GA. MIN. GALV. STEEL END STILE ALUMINUM EXTRUSION & VINYL WEATHERSTRIP THE OPTIONAL GLAZING SHOWN ON THIS DRAWING MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES SOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (FBC SECT. 1606.1.4; IBC SECT. 1609.1.4). x--18 GA. MIN, GALV. STEEL INTER. 'HINGE -7/16" I.D. ROUND FASTENED TO CENTER STILE W/(4) PUSHNUT FASTENER EACH #14x5/8" SHEET METAL SCREWS. (ONE PER ROLLER). 14 GA.. GALV. STEEL ROLLER HINGE FASTENED TO END STILES W/(4) EACH 14)14x5/6' SHEET METAL SCREWS AND 1/4"x3/4" SELF TAPPING SCREWS. DESIGN ENGI L- 2" STEEL ROLLER. FLORIDA P.E. CLOPAY BUILDING PRODUCTS COMPANY SCPL E'. NOTED 8585 DUKE BLVD. °qTE' 2/9/96 MASON, OH 45040 (513) 770-4800 DRAWN BY. MWW Clopoy Corporpllon All Rlghls Reserved. CHECKED BY, DESIGN LOADS: +30.0 PSF & -30.0 PSF TEST LOADS: +45.0 PSF & -45.0 PSF ER: MARK WESTERFIELD, P.E. !48495, NC P.E. #23832, TEXAS P.E. #91513 16'W x 8'H 050/4050/4053, 16'W, t30PSF DRAWING NU11E11 REV. B 101595 06