Loading...
HomeMy WebLinkAbout202 Ramblewood DrRECEIVED Permit #: t/ r Job Address: 2 ' L Description of Work: Historic District: 7 CITY OF SANFORD PERMIT APPLICATION O Date: 71,E 100 /3 vR 5 yr Itllgp RIO - Zoning: Value of Work: S fa 0 0 a - 9, FEB 0 9 2006 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 Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel M Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: i4 Attach Proof of Ownership & Legal Description) State License Number: Contact Person: Phone: NeM lid Phone: Fax: W, 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 ton at I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. pf Signature of Owner/Agent Date Signature of Contractor/Agent Date A" /iy & Al Print Owner/ ent's Name Print Contractor/Agent's Name a- Signa uro of Notary. to of Florida Date Signature of Notary -State of Florida Date nt 1yQ; A. CIE GRAVEMyCOMMISSION# DO 16428n EXPIRES.Novemhol+^ -,I Owner/Agent is !7':"Iersonally Known;{o Me ors. Contractor/Agent is _ Personally Known to Me or Produced 1D f.Cl A Q11r. lt'1 xL1C 1 Produced 1D APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: h "`: 7h.•...i..1,.: Fes? •'..• Fty. f.A'F x.[yi ,,r7lt`'yi' y '6.'r.. I N_ NT a Yyyy y. CITY OF SANFORD BUILDING DIVISION ONMR/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person. unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You. may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person. working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, f'f{' u -7d Z! /2 % , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. I j J 2 - ,9 0 Owner/Builder Signature Date A Lt L Pp l Print Owner/Builder Name ; y m •rn ti N Z 00zinm z nature of Notary fate of Flori Date v m v G7 N rn Owner is_Personally Known to Me or has Produced ID t— Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I IARCLL UL 1A, 59 42. ab DAva) JOHNSON, CFA, ASA 34" ' 33 ' se 419. 87.A 4 . 4.0 3342 PROPERTY .1 44 APPRAISER I 1 2 71 4.5 7, 4 iSEMINOLECOUNTYFL. 47 1101 E. FIRST sT •Syd9 SAKFORD, FL 32771-146a % 67 .56 407-665-7506 FZ 67 6 1 '. 5a 31 F33 F4 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-502-0000-0460 Number of Buildings: 1 Owner: KIM DO &DUKL Depreciated Bldg Value: $76,779 Mailing Address: 202 RAMBLEWOOD DR Depreciated EXFT Value: $3,528 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $20,000 Property Address: 202 RAMBLEWOOD DR SANFORD 32773 Land Value Ag: $0 Subdivision Name: RAMBLEWOOD Just/Market Value: $100,307 Tax District: Sl-SANFORD Assessed Value (SOH): $71,961 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $46,961 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,514 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $895 WARRANTY DEED 06/1980 01283 1830 $44,300 Improved Yes Save Our Homes (SOH) Savings: $619 2005 Taxable Value: $44,865 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LEG LOT 46 RAMBLEWOOD PB 23 PGS 7 & LOT 0 0 1.000 20,000.00 $20,000 8 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost NewNum 1 SINGLE CONC $ 76,779 $85,787198061,081 1,541 1,081 FAMILY BLOCK Appendage / Sqft GARAGE FINISHED / 440 Appendage / Scift OPEN PORCH FINISHED / 20 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM PORCH W/CONC FL 1991 84 $273 $546 ALUM GLASS PORCH 1991 372 $3,255 $5,208 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. 1*** Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http:// www.scpafl.org/pls/web/re—web.seminole—county_title?parcel=l 0203050200000460... 2/9/2006 FLAT OF SURVEY f UK UUWLt I t IN I tK IUKJ, INL. SEMINOLE COUNTY, FLORIDA DESCRIPTION L,•t 4.6, RAMBLEWOOU, according t,. the Plat thereof as recorded in Flat 0-ok 23, Pages -7 8 of the ublic Records of Seminole County, Flnrida. SURVEYCRIS CERTIFICATt This is to cert-ify that I have made a Survey of the ab-ve described property and the Plat herenn is a correct representation ^f the same. RLS, 1653 Professi^nal Land Surveyors Sanford, Flr)rida 22 Fen. 80 J FINAL SURVEY: 12 JUhIE 80 f.i,l IN /A r"L.'__J HAZARD AkEA 0CID d/ 10 rr) e m CO,, C SrY J/ O C CO e 3 3. 3 ' ti / + 6. G 6 2 'ram / 41 co j S m N M1, O YC O N` / 058' ?„ e4seMf T`` w aoQ, u 46 Model IS.T FRAMER KII Id I Stud Brackets Fast Framer - Gable Roof Do -It -Yourself -Framing Hardware Using 2x4's MADE IN U.S.A. Tools needed: Hammer, Drill, Saw, 2' Level, Square, Ladder INSTRUCTIONS 1. Cut and stack all lumber in separate areas. 2. Nail BASE PLATES together overlapping ends as shown in Picture #1 to form base frame. Ntake sure base frame is sq- ,ram by making diagonal measurements equal. 3. Attach STUD BRACKETS (Picture #2) to base frame using measurements on plans. Measurements are to center of brackets 4. Begin arch assembly by sliding 2 RAFTERS into top ANGLE BRACKET and secure with screws. Attach other 2 ANGLE BRACKETS to RAFTERS and secure with screws. in order to make sure each arch is built the same, stand 2.Y4 scraps in RIDGE BOARD slots (Picture 3). Stack the arches as you assemble them using the 2x4's as alignment devices. 5. After the ' F, BRACKETS have been attached to one side of all arches, carefully turn arches over and attach ANGLE BRACKL TS to other side while using the alignment devices mentioned in step 4. Then attach left and ; iglit STUDS to RAFTERS and secure using screws. 6. Nail CROSS TIE to each RAFTER so that ends are equal dista,-Fs from top ANGLE BRACKET and flush with top edg? of RAFTER. Make sure to put the CROSS TIES toward the inside at each end of the building. 7. When all arches are complete, use two people to carefully lift each arch onto the assembled base frame and secure to j Un BRACKETS with screws. Arches should be perpendicular to base fr_,ne (use a square). To hold the arches in a perpendicwar position: -se 1X4's as temporary bracing as shown in drawing. The end arches should be flush with the base frame. Bend STUD BRACKETS around each corner of base frame and secure with screws. 8. When all arches are in place, slide the RIDGE BOARDS into slots in ANGLE BRACKETS. You may need to tap them into place. Make sure the arches are spaced on the RIDGE BOARDS exactly the same as they are on the base frame in accordance with the plans for your size building. Secure RIDGE BOARDS with screws through holes in bottoms of ANGLE BRACK- ETS. Do each side first and then install the top RIDGE BOARD. 9. Install DOOR JAMBS as shown in drawings for your building size. Use arch as a guide to mark top of DOOR JAMBS and cut at that angle. 10. Install two VERTICAL STUDS in back wall. Nail top to CROSS TIE and toe nail bottom. 11. On the TX8' building, attach a YX8' plywood strip on each side of roof peak. On the 8'X14' building, attach a 1'XIT plywood strip on each side of roof peak. On the 10'X22' building, attach a 2'X22' plywood strip on each side of roof peak This will result in a slight overhang at the eaves. 12. Your building frame is now complete and ready to sheathe in the materials of your choice. HELPFUL HINTS (All Sizes 1. Square up base frame by measuring diagonally from comer to cornier (must be equal distance). 2. Mark the spacing for the arches on the top boards of the base frame prior to assembly. Also mark the ridge boards with exactly the same spacing. 3. Use pressure treated lumber for the bottom boards of the base frame (prevents rotting). 4. Temporarily brace arches (inside building) perpendicular to base frame using IX4 boards until sheathing is in place (use a -zquare between base frame and arch). Leave nail heads out slightly so they can be easily pulled. 5. Install wall sheathing horizontally .on. sides of TX8' building. Install wall sheathing vertically on ends of TX8' building. lnsia," all wa;l L; .'-iehing vertically on larger size buildings. Install roof sheathing horizontally on all building sizes. 6. Roofing material may be metal, corrugated fiberglass, rolled roofing or shingles. 7. Doors can be cut from plywood sheathing. Outline each half with IX4 boards to make them rigid. Screw hinges to door jambs. On larger buildings, full sheets of plywood may be used to construct 8' doors. 8. On buildings over 16' long, stagger ridge boards so that seams are overlapping (i.e. start a 16' top board atone end of the building and two 16' boards at. the opposite end). 9. Optional IX4's maybe used as corner trim. P.O. Box 216 0 Big Arm, Montana 59910 0 1-406- 849-5138 or 1-406-253-5138, • Fax 1-406-849-5301. 5 FRONT VIEW (7'X8' BUILDING) Rafter length = 3' 6-114' Cross tie length = 5' 4 —Olt O oor jambs end arch only)f Picture #1 Stud length = 5' 6- 114" Plywood shealhting (1/2") 2 X 4 Base plate (6' 4" long) Pressure treated 2 X 4 base 7 —0„ plate (6' 11" long) SIDE VIEW (7'X8' BUILDING) 8' Ridge boards Temporary bracing_ 2 X 4 Base plate 8' long) --- Bend tab around corner_ Pressure treated 2 X 4 cm] ter Center base plate (7' S" long) 1 MATtRIALS LIST (7AW Building) 8 — 2X4 Studs cut to 5' 6-1 /4" Cut from 4 - 12') 8 — 2X4 Rafters cut to 3' 6-1/4" Cut from 4 - 8') 4 — 2X4 Cross ties cut to 5' Cut from 2 - 10') 2 — 2X4 Door jambs cut to 63-1 /2" Cut from 2 - 8') 2 — 2X4 Vertical studs cut to 63-1/2" long Cut from 2 - 8') 3 — 2X4 Ridge boards 8' Long Use 3 - 8') 2 — 2X4 Base plates 8' long Use 2 - 8') 2 -- 2X4 Base plates cut to 6' 4" Cut from 2 - 8') 4 — 1X4 Temp. bracing/door stiffener Use 4 - 8') 2 — 2X4 Pressure treated base plates cut to 7' 5" Cut from 1 - 16') 2 — 2X4 Pressure treated base plates cut to 6' 11" Cut from 1 - 16') T-ll " FRONT VIEW (8'X14' BUILDING) 8 1 0„ 7 -0" oor jambs nd arch Rafter length = 4' 1-1/8" Cross tie length = 6' Header length = 4' SIDE VIEW Ridge boards y_ 8 MT BUILDING) TeMporary bracing 2 X 4 Base plate,\ 4' long) Dend tab around corner Stud length = 7' 6-1/4" Picture #3 Plywood sheathing (1/.T) 2 -X 4 ease plate 7' 4" long) Pressure treated 2 X 4 base plate (7' 11" long) r r r I vmporu i racing opposite ide) Pressure treated 2 X 4 base plate (13' S" long)2 •-(J'~2,_0„ 7.z,_0„ r 2'_0"•,_'...U„--z'-0'-z'-0 14'- MATERIALS LIST WX14' Building) 16 --- 2X4 Studs cut to 76-1 /4" Cut from 16 - 8') 16 2X4 Rafters cut to 4' 1-1 /8" Cut from 8 - 10') 8 2X4 Cross ties cut to 6' Cut from 4 - 12') 2 2X4 Door jambs cut to 8' 6-1 /4" Cut from 2 - 10') 2 2X4 Vertical studs (back wall) Cut from 2 - 10') 2 2X4 Base plates 14' long Use 2 - 14') 2 2X4 Base plates cut to T 4" Cut from 2 - 8') 1 2X4 Door header cut to 4' Cut from 1 - 8') 3 2X4 Ridge boards 14' long Use 3 - 14) 6 --- 1X4 'Temp. bracing/door stiffener Use 6 - 8) 2 2X4 Pressure treated base plates cut to 13' 5" Cut from 2 - 16') 2 2X4 Pressure treated base plates cut to 7' 11" Cut from 1 - 16) r J z„ FRONT VIEW (10'X22' ]BUILDING) SIDE VIEW 10'X22' BUILDING) Ridge boards Temporary bracing `\ 2 X 4 Base plates J - 1 B' long am d t - 6' long) Bond tab around corner —` Approj..Y ! ov any e'-0" Rt{rter Lartyth = 5' 2-7/Ct' r Cross tie 1c iyth _ , 6-518' Header (engUt = 8' i I I 7'IO„ Door jambs I (end arch only) --.-•- 1 Stud lenyth = ;' 6-1%! Plywood sheathing X 4 Ba.ye platy 9' 4" tong) Pressure treated 2 X 1 bane prate (9' 11- 1-i9) 1r7 r i k i I i oppoyio 4 Pree,>uro treatod 1 X 4 base plates ' I P - 16' tong and 1 - 5' 5' tong) ?'_0"+2'-0"- 2'-0"--2'-0'- 2'-0"- 2'-0"-'2'-0•'-2'._0^_ 2'-0 2'-0 ,-2'"_0" Z2'-0 — MATERIALS LIST 24 — 2X4 Studs cut to T 6-1 /4" 24 — 2X4 Rafters.cut to 5' 2-7/8" 12 — 2X4 Cross ties cut to 7' 6-5/8" 2 — 2X4 Door jambs cut to 7' 11-1/2" 2 — 2X4 Vertical studs (back wall) 2 — 2X4 Base plates 16' long 2 — 2X4 Base plates cut to 6' 2 — 2X4 Base plates cut to 9' 4" 1 — 2X4 Door header 8' long . 3 — 2X4 Ridge boards 16' long 3 2X4 Ridge boards 6' long 10 — 1X4 Temp. bracing/door stiffener 2 — 2X4 Pressure treated base plates 16' long 2 — 2X4 Pressure treated base plates cut to 9' 11" 2 — 2X4 Pressure treated base plates cut to 5' 5" 10'X22' Building) Cut from 24-8') Cut from 12 - 12') Cut from 1.2 - 8') Cut from 2 - 8') Cut from 2 - 8') Use 2 - 1.6') Cut from 1 - 12') Cut from 2 - 10') Use 1 - 8') Use 3 - 16') Cut from 1 - 12' and 1 - 8') Use 10 - 8') Use 2 - 16') Cut from 2 - 1.6') Cut from above 16's) J 10'-9 B;g