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HomeMy WebLinkAbout401 Mellonville AvePermit # • y —75\ b Job Address: <0 i kke ti Description of Work: Historic District: sir eC v2 Zoning: CITY OF SANFORD PERMIT APPLICATION Date: o -O'er Value of Work: $ Ci,00 "— lJ /U b Permit Type: Building -Electrical Mechanical Plumping Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration J 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 t_ Commercial Industrial Total Square Footage: Construction Type: # of Stories: 2- # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address:OIL O! lQel onyi Contractor Name & Address: Phone & Fax: Bonding Company: Attach Proof of Ownership & Legal Description) Phone: -0-7 a-[t -4 -7 ise Number- i tv hon. a -7 at/ Address: Mortgage Lender: NOV U 6 %nn3 :r Address: Architect/Engineer:FOAPM11 Isnars.'``• • Phone: Address: Fax: Rl=V61 V in Application is hereby made to obtain a permit to do the work and installations as to icated- 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: 1 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 1 will nnoottifyy the f Own gent R7 Cl e6ignatureofN3E n' N T. r.+ y otary-State of Florida ru O o N p Ei of the property of the requirements of Florida Lien Law, FS 713. 60-0 3 Date Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date N w Owner/Agent is Personally Known to Me o Contractor/Agent is, o N .Produced ID yoh 5i-lj-Y Produced ID _ yr w APPLICATION APPROVED BY: Bldg: l 1 11 Zoning: ( tilities: ial & Date) Initial & te) Personally Known to Me or FD: Initial & Date) (Initial & Date) Special Conditions c:--,, , Ct,l j$.t,vtL vla `e'FQµ.c.P'r var'ct•t.c.o....-C'rrC..-v.c,d.2r/'CQ2. CITY OF SANFORD BUILDING DIVISION OWNER/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, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application Sled. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Owner/Buil r Signature Date 1 Qr l + ys1• Print OwukBuilder Name y... Signature of Notary -State of F rida ate 4/6, d n2 opCOwnerisPersonallyKnownto /Me or h s ? 01 Produced ID Ly OdO S-? b W Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAILREAi_ C§T.aTT !'E RSdFIAI. PRt)P. T.X NOi]_ SAII'i i r..4ACit E = - rThces GENERAL Parcel Id: 30-19-31-525-0000-0010 Tax District: S1-SANFORD Owner: LEAL RAUL & ABIGAIL Exemptions: 00-HOMESTEAD Address: 401 S MELLONVILLE AVE City,State,ZipCode: SANFORD FL 32771 Property Address: 401 MELLONVILLE AVE SANFORD 32771 Subdivision Name: FORT MELLON Dor: 01-SINGLE FAMILY SALES Deed Date Book Page Amount VacAmp WARRANTY DEED 05/1999 03661 0548 $95,000 Improved ADMINISTRATIVE DEED 11/1990 02242 0385 $75,000 Improved Find Comparable Sales within this Subdivision LAND Land Assess Method Frontage Depth Land Unit Land Units Price Value FRONT FOOT & 117 140 .000 190.00 $22,008 DEPTH 2004 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 1 Depreciated Bldg Value: $74,922 Depreciated EXFT Value: $768 Land Value (Market): $22,008 Land Value Ag: $0 Just/Market Value: $97,698 Assessed Value (SOH): $87,788 Exempt Value: $25,000 Taxable Value: $62,788 2003 VALUE SUMMARY Tax Value(without SOH): 1,539 2003 Tax Bill Amount: 1,267 Savings Due To SOH: 272 2003 Taxable Value: 60,730 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION PLAT LEG LOTS 1 + 2 FORT MELLON PB 3 PG 69 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1956 6 2,214 2,184 CONC BLOCK $74,922 $104,058 Appendage / Sgft UPPER STORY FINISHED / 484 Appendage / Sgft OPEN PORCH FINISHED / 30 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD UTILITY BLDG 1999 160 $768 $960 ssed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax ently 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=30193152500000010&cp... 1/ 14/2004 3 or2 H v Y K t`( d .Z IolJ' Y Jph?j v 7 % PERMT C Fit OFFICE COPY PLANS REVIEWED CITY OF SANFORD 0 SECTION 3 SCREEN, VINYL & GLASS ROOMS 5/16'0 GALVANIZED'ALL ALUMINUM FRAME SCREEN THREAD' OR'THREAD ALL' WALL EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE ROWLOCK W/ APPROVED CONCRETE ANCHOR @ 24' O.C. MAX AND r BRICK KNEEWALLTYPE S WITHIN 6' OF EACH UPRIGHT MORTAR REQUIRED FOR OR APPROVED ALTERNATE LOAD BEARING BRICK WALL 114' x 6' RAWL TAPPER ALTERNATE CONNECTION OF THROUGH 1' x Z' AND SCREENED ENCLOSURE FOR ROWLOCK INTO FIRST BRICK OR OTHER NON - COURSE OF BRICKS STRUCTURAL TWEE WALL 1' 4' (NOMINAL) PATIO WIDE x 0.067 STRAP @ EACH CONCRETE SLAB W/ 6 x 6 - POST FROM POST TO 10 x 10 WELDED WIRE MESH FOOTING W/ (2) #10 x 3/4- OR FIBER MESH CONCRETE S. M. S. STRAP TO POST AND 1)1/4" x 1-3/4' TAPCON TO 1) #5 0 BARS W/ 3' CO SLAB OR FOOTING 1YPICAL BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE:=1'-0' MIN. 1) #5 BAR CONT. BEFORE SLOPE 1) #5 CONT. r Co 8' El NO. FOOTING TYPE II MODERATE SLOPE FOOTIN TYPE III STEEP SLOPE FOOTING a12' 2' / 12' - T-10' NOTES: 1. NO FOOTING REQUIRED EXCEPT WHEN D ING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF TH SURE EXCEEDS 55'-0' THEN A TYPE II FOOTING IS REQUIRED. 2. MONOLITHIC SLABS AND FOOTIN BE MINIMUM Z500 PSI CONCRETE WITH 6x6-10xl0 WELDED WIRE MESH OR FIBER M SH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SFJ1L PAGE 88 SLAB -FOOTING DETAILS SCALE. 1/2' = V-0' Lawrence E. Bennett, P.E. Cm BKram- m-vmzrAwcam&Tiwr P.O. =4M 80LM QAYTQK%FL=21 T&""0W(W)7 -4rr4 FAX WO W-M o' CaPYRLma Im f TO BE REPROOUC Ii VYVOM OR IN PART OLITVMTHI}EWRI M P OL1 OF LAWII M E IBO* NOP - F SECTION 3 SCREEN, VINYL & GLASS ROOMS Allowable Upright Heights 8rcreen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 t r x 2" x 0.050" Hollow Ext ion Load Width no 102 M.P.H. 110 M.P.H. 120 M.P.H. 1 125 M.P.H. 1 140 M.P.H. Applied Load 19 # I 23 # /S . Ft. 26 # /S . Ft'29 S . FL 36 # IS . FL 36" 14'-2" 12%11" 12", 152"- V-6" 104 42" 13'•7' 11'-11" 11-3"_8• 9'-T' 48" 12'-4" 11'-7' 106"-11" 8'-11" 54" 11'-T' 10'-6" 60" 11'-0" 10'-0" 9'-"-11" 8'•0" 66" 10' 9'-6" 8'-11" 8'-6" 7'-8" 72" 10'-1" 9'-2" 8'-7" 8'-2" 8'- 9" 8'-3" T-10" T-0" c. L4"- 8'•5' 7'-11" 7'.6" 6'-9" 90" 8' 7' T-8" T.3" 6•-6" 3' x 2" x 0.070" Hollow Extrusion Load Width I Wind Zone 102 M.P.H. 110 M.P.H. 120 M.P.H. 125 M.P.H. 130 M.P.H. I Applied Load 19 # / S . FL 23 # /S . FL 26 # /5 . FL 29 # /S . FL 36 # /5 . FL 36" 15'-4" 13'-11" 13'-l" 12'-5" 11'-2" 42" 14'-2" 12'-10" 1 12'-l" 11'-6" 10'-4" 4$" 13'-3" 12'-l" 1 11'-4" 10'-9" 10'- 8" 10'-1" 60" 11'-10" 10'-9" + 10'-2" 9'-T' 8'-7" 66" 1114" 10'-3" 9'-8" 9'-2" 8'-3" 72" 10'-10" 9'-10" 9'-3" 879" T-10" 78" 10'-5" 9' 5" 8'-11" 8'-5" 7% 84" 10'-0" 9' 1" 87' 8'-1" T-3" 90" 9'-8" 8'-10" 8'-3" T-10" T-0" Nobs: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required Using screen panel width W (See typical glass room drawing.), select upright required from the maximum height allowed for each extrusion. Screen Splines on 3" side. ex7U310n turned with 3" side parallel to sole plate. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT. P. O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE ( 904) 7674774 FAX ( 904) 757-UN SEAL PAGE © COPYRIGHT 1999 94 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr. P.E. e I SECTION 7 SOLID.ROOF PANEL PRODUCTS Allowable Spans for Industry Standard Composite Roof Panels for Various Loads Aluminum Alloy 3'105 H-14 or H-?51.0 EPS Core Density Foam open BwkUnqs Enva"d Build Wmd pAgim Applied Load NO 1'4' n ndnlon Z4- 1 3'4- 441' Wind Region App"d Load NONE I 1'.r Corr Z-0' Wn Y4' 1 4'-0- 102 M.P.M. 17 1711' 17-1' 17$ 13'.4' 14'.' 102 WI.P.M. 29 7.1' 9'.4' i 117.11' tr•t' 1101LP.M. 20 10-11' tt'•Y 11'$ 12'$ 13'-7' ill WPM. 3S S•3' Fr 7.z. 10.3' 120WLPJi 23 10a- 105' 10'-t1' 11-10 17-11- 120WLP.M. 41 T$ T-11' S$ 7-2' tt'•t' 125 M.P.M. 26 777' 7-117' 10'-5' 11-4 1Z'$ 125 M P.M. 45 Tom' T-T B'-' 7-5' t0-t0' B'-11' 7$ 10'$ 11'-7 140 M P.H 1 56 1 6'-T I 6-10' T$ 6-11' 1 10'.4- Load NOW Tote! roof panel wM = room width plus wa0 wKM PW Om%w4 Lawrence E. Bennett, P.E. CML eeK mem - maoPmair CONM&TANT P.O. BOX AM SOUTH DAYTOW. FL 32121 TE L PMONE (004) 7e7.4774 FAX (904) 757-0SiSe SEAL PAGE COPYRIGHT 1M 180 NOT TO eE Ww=UCED B4 wm= OR IN PART t/ymcu-r THE ww rrEN Puw=ON OF LAMEMM E BENNETT. P.E SECTION 3 1 SCREEN, VINYL & GLASS ROOMS Allowable Beam Spans - Hollow Extrusions for Screen and / or Vinyl [Open) Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone 110 MPH 120 MPH 125 MPH 140 MPH 20#/Sq.FL Applied Load 23#/S .FL I 26#/5.FL I 324/3.FL Load Width 3" x 2" x 8._1., 7._7" 6'-10" T-11" T-4" 6'-11" T 11" 7'.4" 6'-10" 6'-5" 81 6'-10" 6'-5" 6'-0" 5'-5" 9' T-0" 6'-5" 6'-0" 5'-8" 10' 6'-8" 6' 1" 5'-9" 514" 4'-10" 11' 6'-4" 5'-10" 5'-5" 5'-1" 4'•7" 1T 6'-1" 1 5'-7" 5'-3" 4'-11" 4'-5" Load Width 3" x 2" x 0.0T0" 5' 10'-l" 9..4» 8.-8» 8.2" 7.4. 6. 9._3» 8'-6" T-11" 7... 6.9" 7' 8'-7" T-11" 7'-4" 6'-11" 6'-3" 8' 7._11" 7'-4" 6'-11" 6.-6., 5'40.. 9' 7'-6" 6'-11" 6'-6" 6' 1" 5' 6" 10' 7'-2" 6'-7" 6' 2" 5' 9.. 5' 3" 11' 6'-10" 6'-3" 5'-10" 5'-6" 4'-11" 12' 6'-6" 6'-0" 5'•7" 5'-3" 4'-9" Load Width 2" x 3" x 0.050" 5' 11'-1" 10'-3" 9'.7" 6' 10._2" 9.4., 8._9.0 8._2.. 7.5.. 7' 9'-5" 8'-8" 8'-1" T-7" 6'40" 8. 8._9., 8._1.. 7._7.. 7. 1" 6' S" 10' T-10" T-3" 6'-9" 6'-4" 5'-9" IT T-6" 6'-11" 6'-5" 6'.1" 5' 6" 12' T-2" 6'-7" 5'-2" 5'40" 5'-3" Load Width 2" x 4" x 0.05r 5' 13'-9" 12'-8" 11' 10" 11.-V. 10' 0" 6' 12'-7" 11'.7" 10'-9" 10'-2" 9'-2" 7' 11'-T' 10'4" 9'-11" 9'-5.' 8'-6" 8' 10'-10" 100-0" 914" 8'-9" T-11" 9' 1 :'-3' y -5" 8'40" i, -3" T-6- 10' 9'-9" 8'-11' 8'-4" 7%10" 7'-1" 11 9'-3" 8 -6" T-11" T.6" 6' 9" 12' 8'-10' 8'-2" 7'-8" 7' 2" 6' 6" Note: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767.4T74 FAX (904) 767.65N SEAL I PAGE 90 1 NO TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNE77. P.E. I s s FOURTH STREET VARIES) _--- ER____ rwmm-- o: 1 0. S.86003'0006/. I50,00, I1 95.06 Q ) 1 40OC' Z y Q Q I I N•69 1 ........... 40.00' Z I W LOT 1 o i Z I I I 2IAJaI v W W Y CUNc CDNC Nc'..... I 1 2 7' 48.3' LOT 2 EVAY ., .... 0 W I V o" N 16.7' 2-STDRr CONC OLOCK : :'. 29.40'. • •:.''•' V 1 O O 4533' 7' K RESIDENCE #401 0 43.0' 0 1 ea0' I j CDNC VALK 1 I40.00• 1 40,00' 1 I N.85058,00'E. L D T 3 1 mp OF SURVEY LEGEND NOTES : 1. BEARINGS BASED ON THE CONC = CONCRETE E. LINE OF MELLONVILLE R/W = RIGHT-OF-WAY AVE. AS BEING NORTH. PC = POINT OF 2• UNDERGROUND IMPROVE - FOUND FOUND 1- CUR ATURE 1 MEWS NOT LOCATED. IRON PIPE (NO /) J. SUBJECT TO EASEMENTS AND RESTRICTIONS O z FOUND 1 2" OF RECORD. IRON ROD: (If ILLEGIBLE) 4. SUBJECT PROPERTY LIES BOUNDARY SURVEY IN ZONE "X " (AREA OF MINIMAL FLOODING) PER FLOOD INSURANCE RATE DESCRIPTION. MAP PANEL NUMBER LOTS 1 AND 2, FORT MELLON, AS DATED44117195. RECORDED IN PLAT BOOK 3, PAGE 69, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 5. DATE OF FIELD SURVEY.• 5125199. CER77RED TO: I HEREBY CERTIFY: DATE: 51= RAUL LEAL AB/GA/L LEAL THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS 1 " = 20' SCALE: CENTENNIAL MORTGAGE SET FORTH BY THE FLORIDA BOARD OF GO SURVEYORS JOBNO, 99_415 PREMIUM FUNDING CORP. S, FLORIDA AOM/ N/ST.RATIVF C0 0F. KAMPF TITLE AND CENTRAL FLORIDA GUARANTY CORP. 0_)i CONSULTING SURVEYORS 629 MAITLAND AVENUE CHICAGO TITLE THOMA., J. MCMAHON ALTAMONTE SPRINGS, FL INSURANCE COMPANY FL REG LAND SURVEYOR 14887 32701 (407) 767-0166 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RA/St-9 SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 16? 03tb Scrtt V des wL lb