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HomeMy WebLinkAbout145 Wildwood Dr (2)1 Permit #: Job Address: r�� �+%;���i� Wc>e-c4 Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION k .5?1-fVC1,h Zoning: / / RECEIVED Date: ` 3i< � 5 J y fnI 173 b6 *-2 Value of Work: $ % zoo ' 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 Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets_ Occupancy Type: Residential Commercial Construction Type: # of Stories: _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: to -Z0 30--6-05Z- 0000, UZ--3P-> Owners Name & Address: Cko( ! t v" JQ' 9-" e3->;"___ u. (Attach Proof of Ownership & Legal Description) Phone: 40-7- 3*Z-I - Contractor Name & Address: :S%C71-I'llI'VSpC�09-7STfv07-oi-7_ X,. e- "7.-L k , 4%C D & 3 a D f'% State License Number: 623,-- © E Phone & Fax: IeK3 /'' (5-2-74 Contact Person: N. -e- Phone: Randinn Comnanv- Address- Mortgage Lender: Address- 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 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 requireme f lorida Li Law, FS 7 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID Print Contractor/Agent's Name VN, 90atur'e; of Notary -State of Flo a Date PAY Ne ** MY CQRa Contractor a or'IV d Z*t4 APPLICATION APPROVED BY: Bldg: Zoning: Utilities: (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: t� V` y� FD: (Initial & Date) 171 fl00000�� 1 1� '18i IFA DAVID JDHHSON. CFA, ASA 127' 204 29 r` 74 PPROPERTY 7PACTIF l 1 13� aD, ti "7-5 '_ Z 77 APPRAISER " ~�' 7,91 aS 87 80 T SEMINOLE COUNTY FL 81 at 4 W 1101E. FIRST ST 1011 SANFORD, FL32771-1468 �9 1(rj 1ryy 110. 407-665-7 la a c1C6 4s; 107 112 �1Cfi 173 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-502-0000-0230 Number of Buildings: 1 Owner: CLAYTON JAMES R & WILLA J Depreciated Bldg Value: $121,996 Mailing Address: 145 WILDWOOD DR Depreciated EXFT Value: $600 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $20,000 Property Address: 145 WILDWOOD DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: RAMBLEWOOD Just/Market Value: $142,596 Tax District: S1-SANFORD Assessed Value (SOH): $96,704 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $71,704 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,360 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $1,375 WARRANTY DEED 05/1984 01544 1952 $83,900 Improved Yes Save Our Homes (SOH) Savings: $985 WARRANTY DEED 12/1980 01310 1564 $70,100 Improved Yes 2005 Taxable Value: $68,887 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... . Frontage Depth Method Units Price Value LEG LOT 23 RAMBLEWOOD PB 23 PGS 7 & LOT 0 0 1.000 20,000.00 $20,000 8 BUILDING INFORMATION Bid Year Base Gross Heated Bid Type Fixtures Bid Est. Cost Ext Wall Num Bit SF SF SF Value New 1 SINGLE 1980 9 1,134 2,226 1,806 CB/STUCCO $121,996 $136,308 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 420 Appendage / Sgft UPPER STORY FINISHED / 672 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1980 1 $600 $1,500 OTE: 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. (Market) $50,000 $50,000 Land Value AG $0 $0 Just (Market) Value $120,815 $121,061 Assessed Value (SOH) $120,815 $106,457 Exempt Value $25,000 $25,000 Taxable Value $95,815 $81,457 Building Information Parcel Value Tools Li Tax SOH Value Estimator Chart (anticipating sell) Show B ildina Sub Areas Bldg Model Type Beds Baths Firs Year Gross Living t Wall Ext Wall Bldg Value Cost Sketch Code Code Built* SF SF Code Code New 01 - Single 0100 3 2.5 2 1986 2043 1588 (;.7 06 $70,815 $81,773 Family `Actual year built - does not reflect subsequent building improvements. Land Information *Please contact your local Zoning Agency for the latest zoning information. Extra Feature Information Item I Description I Units I Unit Price XFOB Value This Data Printed on 10/31/2005 10:09:20 and was Last Updated on 10/31/2005 03.00.03 e e p 'on ew SearF Search Search [HomeAbout OCPA] [General Info] [Meet Bill Donegan] [Record Searches] [Map Searches] [Contact OCP A Departments] [Other Sites] [Products] MINEL- Wha% Hot] Lmportant Notices] Copyright © 1996 Orange County Property Appraiser. All rights reserved. This page last modified on: 02/25/00 Item Land Use Code Zoning* Frontage I Depth I Land Unitsl Unit Price Land Value 1 0100 P -D 1 LOT(S) $50,000.00 $50,000 *Please contact your local Zoning Agency for the latest zoning information. Extra Feature Information Item I Description I Units I Unit Price XFOB Value This Data Printed on 10/31/2005 10:09:20 and was Last Updated on 10/31/2005 03.00.03 e e p 'on ew SearF Search Search [HomeAbout OCPA] [General Info] [Meet Bill Donegan] [Record Searches] [Map Searches] [Contact OCP A Departments] [Other Sites] [Products] MINEL- Wha% Hot] Lmportant Notices] Copyright © 1996 Orange County Property Appraiser. All rights reserved. This page last modified on: 02/25/00 Florida Building Code Online r ', r "t r -r r . Overvie•.,r Product Search Organization Product Search Application User: Public User - Not Associated with Organization - Application #: Date Submitted: Product Manufacturer: Address/Phone/email: Evaluation Method: Referenced. Standards from the Florida Building Code: Florida Engineer or Architect Name.- Florida ame: Florida License: Quality Assurance Entity: Validation Entity: Authorized Signature: FL3026 08/05/2004 Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 Exterior Doors Evaluation Report from a Florida Registered Architect or Florida Professional Engineer Section Standard Yeas FBC ASCE7-98 1998 1606.1 FBC ANSI/DASMA 2002 1707.4.3.1 108 Omega Point Laboratories John E. Scates, PE Mark Westerfield mwesterfield@clopay.com Evaluation/Test Reports Uploaded: 1?TID 3026 T 1000W'-16- ReK%l .pdf PTID_30_2_6 T l(X)OW5-09- Rc�QI�pol' - PI'ID 3026 T 100OW5-16- Rc��� PTID 3026 T 430OW11-09- http://www.floridabuilding. org/pr/pr_detl .asp?IPT=3026&RV=O&fm=ROSrch Page 1 of 4/7!20( Evaluation/TestReports Uploaded: PTID 3026 T IMOW3-16- RevO l .pdf PTID 3026 T IOMW5409- Rev0 l .pdf PTID 3026 "1. i OOOW5- i 6- Rcv0l.pdf PT1D 3026 'l' 4300«'4-09- Rev�tll.pdf _ - PTID 3026 T 4300W4-16- RcvOl .pdf PTID 3026 T 430OW 4-18- Rcv02.pdf - ..- PTLD 3026 T 4300W6-09- RevOl .pdf PTLD 3026 T 43OOW6-►6- RevO I .pdf PTID 3026 T 430OW6-18- RcvO I .pdf PTID 3026 T 73W3-16- RevOl.pdf - PTID 3026 T 73W4-09- RevOl .pdt PTLD 3026 T 73W4-16- RevOZ.pdf PTID 3026 T 73W4-18- Rev0l.pdf -- --- PTID 3026 T 73W54)9- RevOl.pdf PTID 3026 7' 73W5-16-HY- RevO l .pdf PTLD 3026 T 73W5-16- RevO i .pdf PTID 3026 T 73W6-M- RevOl pdt- PTID 3026 T 73 W6-16- RevO l .pdf PT1D_3026 T 73W6-19- RevOl .pdf PTLD 3026 T 94Wtr 18- RL-%,Ol.pdf PTID 3026 T C 11 W4-1 t)- RevO i .pdf PTID 3026 T C I I W 5-09- -- Rev01_-pdf PTID 3tJ26 T CI I W5-16- RevOl.pdf - PTLD 3026.T Clopay EPS Manual.pdf PTID 3026_T_Clopay Scmi- C'ustom Reserve Supplemental Manual.pdf PTID _3026__T Clopay Shiplap Pan Manual.pdf PTLD 3026--T Clopay Torsion Spring Manual.pdf PTID. 3026 T Clopay Wood Manual.pdf PTID 3026 T FPA ResiModel Info kcv03.pdf PTID -3026.,T- RH 1 SW5-09- Rcv02.pdf 41 f EVALUATION ENTITY Gary Pfuehler, P. E. 5665 Green Oak Court F irfi ld OH 45014 Product Evaluation Report for Florida DCA MANUFACTURER Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 Evaluation R rt # 430OW4-16 513.770.4800 Statent_ went or Coettpliance: 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: ® Outside the HVHZ: 1606.1 Wind Loads (tested in compliance with FBC 1707.4.3.1, re£ ANSIIDASMA 108 or TAS 202) ❑ 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 hn act Tests for HVHZ (ref. TAS 201 Double -skin Insulated (exterior skin 27 ga, min., interior skin 27 ga. min.) Description ofFroduct: ]?Dobie Car (W2" to 16'0" wide) WINDCODe W4 Garage Door Desia Pressures: 25.5/--25.5 Test Pressures: +381-38 Specific Models and Technical Documentation: w IF amt Tact R.-nnrt Drawing No. Comments 440OW4, 440 i W4, Glazing approved per RCN -5A, IICN-5. Low head room track approved HDGW4, HDGLW4, 430OW4, 431OW4, x-29 � 101481 Rev06 per HCN-1.26. 4301 W4 Glazing approved pei HCN-5A, HCN=5. Low head room track approved SP20W4, SE20W4, HCN-29 101481-Rev06 HCN-126. SF2OW4 per Glazing approved per HCN-SA, HCTF-S. Low head room track approved 66W4, 67W4, 68W4 HCN-29 102050-RevO2 per HCN-126. H400W4, H401 W4, ° Model uses horizontal reinforcement; door, height does not effect H310W4, H300w4, . HCN-29 102489-RevOO performance H301 W4... Installation requirements: Installation must be in accordance with manufacturers 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 prof essional,of record -for the building: or structure . and in accordance with current building codes for the loads listed on the drawing(s) referenced above: Certification of Indetiendence o#"Evaluation 90tity: l herebycertily that (1).Lhave no financial .interest in Clopay Building Products Company,, (2)-1 am an independent licensed Professional Engineer in the State of-. Florida;_ and (3),I cotl�ply with the c iteria of independence as. stated in 9B-72.110 F.A.0 Gary Pfuehler, P. E. Florida P. E. No. 49850 Date: fly f`� wl%/ffl�- FILE: 4300W4-16-REv01 CLOPAY MODS 4400. 4401 (24 GA. EXTERIOR SKIN) CLOPAY MODELS HDI HDGL 4300 4301 4310 (27 GA EXTERIOR SKIN) IDEAL MODELS SP20 SE20 SF20 (27 GA EXTERIOR SKID MAX. DOOR WIDTH = 18'-0" NOTE 1: INSIDEFLEVAT1rN > III ill' " REV 4 OPTIONAL WINDOW LITES AVAILABLE IN 8 ALL •MODELS INCLUDING MODEL HDGL/4310. ' (SEE SECTION B-B)T (COR -90 BI OCK 3 8x4 SLEEVE ANCHOR 80LT5 ON 20" CENTERS (C-90 i y SEE INTERMEDIATE B�4Cx4"OTAPCON SCREWS ON 00PSI -3/4MIN. CENTERSR2E�R --- -_ HINGE DETAIL PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1" .O.D. MIN. WASHERS REQUIRED SEE END WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK ' HINGE DETAIL (BUT NOT REQUIRED) TO PROVIDE A FLUSH .c MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT --' TRANSFER LOAD, _ LOCK POSITION SLIDE BOLT -----II (BOTH SIDES) END LOCK ENGAGES -- STILE INTO VERTICAL -- --- IS 00 EETS EXCE TH D IC TRACK. ONE LOADS FOR THE WIND SPEEDS LISTED BELOW LOCK ON '----- ACCORDING TO THE 2001 FLORIDA SLOG. CME EACH SIDE OR 2000 IBC (ASCE7-BB) FOR THE FOLLOWING OF DOOR, CONDITIONS: 1)) ENCLOSED BUILDING, 2 DOOR' -- -- HAS 2' OF WI17TH IN BUILDING'S END ONE; INSIDE SLIDE BOLT 3)JMPORTANCE FACTOR OF 1,0, 4) ANY LOCK OPTIOROON _=oMii F SLOPE, AND 5 SAFETY FACTOR. l WIND SPEED MPH S 100 110 110 120 EXPOSURE LEVEL. B or C B. C. B _ MEAN ROOF..HEIGHT 30' "' 30' i ' 1 T 30 27 CP` MIN. STEEL EXT. GALV. SKIN WITH' A BAKED -ON PRIMER AND A -----�,�: BAKED -ON POLYESTER PAINTED TOP COAT, DOORS UP TO 7 -0 HIGH CONSIST OF S4) SECTIONS (NOT SHOWN) SNAP LATCH ENGAGES DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (SHOWN), ONTO VERTICAL TRACK. ' WASHER REQUIRED. LAG SCREWS MAY BE COUNTEI NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING ACE, HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ONE SNAP LATCH ON EACH SIDE OF DOOR. K OUTSIDE KEYED END HANDLE STILE HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUR) 2" THICK SILICONE FILLED CHANNEL SEPARATES \\ FRONT AND BACK SKIN OF DOOR Z 1.95" THICK, 1# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED 1 TO BOTH EXTERIOR AND INTERIOR SKINS. �- 12 CALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(3) 14x5/8' SHEET METAL SSCREWS. TONGUE AND GROOVE JOINTS. 14 GA. GALV. STEEL ROLLER END) HINGE. EACH FASTENED TO END STIL S W/(4) k14x5/8" SHEET METAL SCREWS AND 4) 1/4"x3/4" SELF TAPPING SCREWS. -- SECIlON A- 3' x 20 GA, GALV. STEEL U -BAR. ONE PER SECTION, EXCEPT BOTTOM SECTION WHICH REQUIRES TWO U -BARS. U -BARS ATTACHED W/(2) 1J4"x3/4" SELF TAPPING SCREWS ER HINGE LOCATION. 27 GA, STEEL INTERIOR GALV. .. SKIN WITH A BAKED -ON PRIMER AND A RAKED -ON POLYESTER PAINTED TOP COAT. 13 GA GALV. STEEL FLAG BRACKET, EACH FASTENED TO WOOD JAMB,WnH (3) 5/18"0-5/8" LAO SCREW.,' Lnj PInxa/o �nEu mux CIdtEIYb INSIDE HANDLE - - 7 n.K CONF7GJ ATION LHR TOP BRACKET 13 GA GALV. STEEL BOTTOM BRACKET. OtfiSlDf KFYFn IOC.K DOUBLE HORIZONTAL ATTACHED WITH (4) /)14x5/8" SHEET METAL SCREWS. bd�SNAP LATCH OCK OP'ION END 0 TRACK - .I STILE ALUMINUM EXTRUSION Qc VINYL WEATHERSTRIP. DOOBLF TRACK (4) 1/4"x3/4" SELF TAPPING SCREWSII 2" CALV STEEL TRACK, ., IpW HEnDR00M ❑PYLON FRONT FRAME WITH U.V. OUTSIDE .,L. TRACK THICKNESS: 060". - COATING ON OUTSIDE SURFACE, END HINGE 18 GA. INTERMEDIATE HINGE HANDLE (NOTE; 14 GA,. INTERMEDIATE TYP. '2-1/2"z12 CA GALV. STEEL TRACK BRACKET. HINGES ON 24 GA, EXTERIOR LOCK .BAR = (4) TRACK BRACKET PER SIDE. DISTANCE BETWEEN, r1 11 SKIN DOOR MODELS. .;,:ENGAGES IN TRACK.BRACKEfS NOT.TO.EXCEED 30" O.C. o (FACTORY ATTACHED) STOP MOULDING BY DOOR OUTS!GE KEYED LOCK.- TRACK ON z W-088 NQM' DOUBLE TRACK INSTALLER (TO SUIT) LOCK BAR LOCKIN(' 'EACH SIDE: w LOW HEADROOM IS S58 CLASS OF ;DOOR. n AVAILABLE AS AN OPTION OR LEADED- • • -' 18 GA. GALV.. STEEL END STILE o (END STILES HELD BY HINGE SCREWS) - MOLDED INSIDE LOOK UTESA8x3/4" PAN HEAD SCREW UTE RETAINER. AVAILABLE Zx6 YELLOW PINE JAMB SECTION 8-8 12 CA GALV. STEEL TRACK OF BY THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS DESIGN ENGINEER: MARK WESTERFIELD, P.E. BRACKET FASTEN/ED TO WOOD PREPARATION JAMBS OTHERS. $HHA�BE THE RESPONSIBILITY OF THE PROFESSIONAL OF FLORIDA P.E, NC P.E. #23832, TEXAS P.E. 91513 JAMB WITH ONE WOOD LAG SCREW SPER BRACKET' HINGE G OR STRUCTURENCE Ep48495, FOR THE INGINCODS ILISTEDOONATH &38.0 2" GALV, STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 18 C4 MIN. CALV. STEEL CENTER FASTENED TO It SKIN W/(4) EACH #14x5/8" SHEET METAL' SCREWS: 14 CA. CALV, STEEL ROLLER HINGE FASTENED TO'. .' . WITH CDURREN BUILLDIFOR LOADS S DRAWING. - CLOPAY BUILDING PRODUCTS COMPANY"' ' "8585 DUKE BLVD. TESTS LOADS +38.0 PSFS& PSFS v1rmLCnu RAr1 C w xuEl NOTED W4 16,0". 8'0" �� 1/4"x5/8" BOLT & NUT .Q$ END STILES W/(4) EACH 14x5/8" SHEET METAL pay MASON, OH- 45040 6/14/95 DESCRIPTWN, WINDLCAD MODELS TWO 1/4" RIVETS. SCREWS AND (4) 1/4"x3 4" SELF TAPPING SCREWS. - ORAVR an 4400, 4401, 4310, HDC, HDGL, 4300, 4301 JAMB CONFIGURATION " 2 STEEL ROLLER. • �' Building Products (513) 770-4800 Mme, DRAv1NG NIAIHEit• REV - SECTION C -C INKCWIITTH AA RAISED 4SFAEL (EMBOSS). DOE COm Q n Clcpv/ tarpon n M "ht, RmI—II, cx°xn BY, B 101481 6