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HomeMy WebLinkAbout128 Aider CtPermit#:_____���� tw Job Address: /Z S 14 Description of Work: X % 2. l Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION * Date: F-,/ 7/4 Value of Work: 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: uutt # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: LOT �T7, N'dDFA/ P�p ��� ((Attttach Proof of Ownership & Legal Description) Owners Name & Address: 'W �) A M T x - S G, I a aAA-, K JCf A(OEECT-, .SA N:F9,et­p I F- L 3a'773 Phone: W'yoy3PaJ-2TB0 - �073.�-7 09(of� Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact Person: State License Number: 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 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 ill notify the owner of the property of the requirements of Florida Lien Law, FS 713. �,I !/1 y/v 3 �ire� :�F •; �' �� Date OlJFAgent's Na N • >_ u�r,° Sigi{epf�otay-Male ol:�a�` Date "� •.gray onded k\ N ons. OQ� % °#blic Uncle .• ��\�� Owner/A genown to Me or Produced ID 1 APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Contractor/Agent is. _ Produced ID _ Utilities: (Initial & Date) Date Personally Known to Me or FD: (Initial & Date) (Initial & Date) 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 $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your respons ibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 1, R / Se j&/f 4/ , 6 2N Nk� , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. Owner/Builder `Sign atur Date .� Q' •• �,\SSION '•e'P /� ;S�gnature o ry—State f$lorida Date • #CC 807732 o �A , 2 yrlc ded .nown to Me or has PrS�uc�D►•• ...• �A//111liil lllllll\1��\\ Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL �� ''� ._ .' r < -a © G ► R", suminule County l�Foperr^r e%ppro�rer r� •' $� fJCI ix[ f f� C.i 11111 K.. ktr.1 tt- r. t � f� 'All l.rd I. 40 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 11-20-30-512-0000-1440 Tax District: S1-SANFORD Depreciated Bldg Value: $71,085 Owner: BRUNKE PRISCILLA L Exemptions: 00 -HOMESTEAD Depreciated EXFT Value: $0 Address: 128 ALDER CT Land Value (Market): $14,000 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 128 ALDER CT SANFORD 32773 Just/Market Value: $85,085 Subdivision Name: HIDDEN LAKE PH 3 UNIT 5 Assessed Value (SOH): $70,404 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $45,404 SALES Deed Date Book Page Amount Vac/Imp 2002 VALUE SUMMARY WARRANTY DEED 04/1993 02580 0983 $67,500 Improved 2002 Tax Bill Amount: $926 WARRANTY DEED 02/1985 01617 1981 $66,400 Improved 2002 Taxable Value: $43,754 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 144 HIDDEN LAKE PH 3 UNIT 5 PB 29 LOT 0 0 1.000 14,000.00 $14,000 PGS 40 & 41 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1985 6 1,760 1,300 CONC BLOCK $71,085 $76,027 Appendage / Sgft OPEN PORCH FINISHED / 20 Appendage / Sgft GARAGE FINISHED/ 440 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property our next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=11203051200001440&, 5/30/2003 0 M rld vl AJV LAliAAJ'.' 111, -UNIT V AS RECORDED IN PLAT BOOK 29, PAGES 40-41, PUBIJC RECORDS OF SEMINOLEE COUNTY, FLORIDA. a .11, 143 SANFORD BUILDING DEP't. THESE PLANS ARE REVIEWED AND -COT' ACCEPTED FOR PERMIT. A PERMIT ISSIiM'SHALI SE CONSTRUED TO BE A LICENSE TO PROCEED' WITt9 •�ny� THE WORK AND NOT AS AUTHORITY TO 'VfOL#TE. CANCEL, ALTER, OR SET ASIDE ANY Of'T*ORE d PROVISIONS OF THE, TECHNICAL CODES: NORSSKAL:L W \GTj ISSUANCE OF A PERMIT PREVENT THE',SI &tn'W-- <j� D 8, DEPT FROM THEREAFTER REQUIRrrtG1A CC`RWr&r-- LOT 144 `y v,oed °r Cd TION OF ERRORS ON THE PLANS. CCINstllt3 N J Ff OR:OTHE[4 VIOLATIONS OF THE. CODES J ` T Vo 1 ~ a, i • cp �� A LOO�d'DRA N LTi1L £SN"T ✓ F+ence 57" N 8l 145 m Found 1/2' Iron Rod LD 68 (Typical) ALDER COUR'.T A DEL719 11710 RADIUS = 5000' LENGTH = 43.4V T CHm = 40.25 Chi CRD DRG. = N 15 18' 42' E NOTE2 L At'C0Z1ID* TD TPZ NA731M AL fL= =UtAME RATE HAPS, IT 13 MY OP'10ION THAT THE 3LM-]QNS M4DWN HERELIN DOES NOT LIE VITHIN THE 100,YEAR FLOM PR£INE AREA ANI' LIES %TnO FUM 217NE 'O'. PIXAW4 TO f IRH PANEL S 120294 00053 , EfFECTIVE 9/17/80 ' 2 3=1JRFACE AR /DR AERIAL IxPROVEMWTS TR ENCRDACH- xE ,% IF ANY 'WERE NOT LOCATM 3. ND SEARCH DF PUBUC RECWW WAS XADE 3IY THIS DFfICE b LEGAL DESCRIPTION IS AS FMWiED BY THE CLIENT - Z. T3iI3 SLD7m 1S FWA3t£D M TfK SOLE Va cmulSIVE _ - .w. r & kV% me vrrr orn I HERESY LERTB'Y THAT THIS 'SKOM OF SL Nrr OF THE AUK DESCRIBED PROPERTY IS TJUX AND CMnCT TO THE .BEST DF MY KNOVL£OG£ AND BELICF AS RCCDaY SURVEYED UU9 MY ANCTEN AND TEAT R MEETS THC HDA" TECMICAI STANOARAS SET FORTH BY THE flDRIDA 3DARD Or LAND SORVEYORS PMSLkW TO SECTION 4n427 DF THE FUMN STATUTES I ,S. 113601 ITATC OF FLORIDA l� Xis y ;I HIC) YO (9-n 3 d-- -7 -- - -------- ------ -- ................ --------- . ....... . ..... 1; A X:7 - -,- i M jl � ti I �aof o���PJ�.becktrrg FrG�erg'12ss Shin tq2. V FYwi 2Y t8 R Jdg�, beam COYOr Pe evePY, 3 A rsfter ,2x6 Ra f Ter.5 4 14 2. 5 c . sY . rBf�eY lxyFac �� Auger lf?r-170r e61 corner <r i �. o .� yP Topica 1 e c�`roYL L S >A 7he a i/7To "5 .i ,BAS o W memo�� ass Skin------�.w -__ __ -- �q 1 i,• k. 2 x 4 STUDS ol P.T. SOLE PLATE CONT. 3/ 4' P-T. PLYVOOD SIMPSON 'LSTA18' STRAP TIE FASTENED V/14-10d NAILS A T .EACH STUD.--_,,�.a. P. T.. SIDE RAIL CONT.-"Ll (2) 2:x`:6 `P.'T. SKID GRADE ZIT I,.'' 3/8 X~ Y LONG LAG BOLT,W/Z' WASHER \-SINGLE HELIX EYE ANCHOR 1/2' X 30' -A-36M STEEL ROD / (MODEL MTE-30) HELIX, 9 GA (143') X 4' V/2 1/8', PITCH. s z. e �Gincv�sz►d s 1 v �.I 1'. X. •' x 10' 4 f x ra' 4 e e' x 14' 4 f •' x to, 4 • •' x 1•'. 4 f •' x 20' 4 f V x 22' • • •' x i4'• 0- f0 •' x 2e' 0 10 •' x b' 0 10 •' x -.30' a 12 10' x 4' 4 4 10' x V 4 4 4 4 10' x 10 4 e 10'X12 4 e 10' .x .f;'.` . . 4 e 10' x 1e' I f 10' r 1•'' 4 f 10' x 20' 4 f 10' x 22' e f 10' x 34' e • 10' x 23' a 10 10' x 2+f' a 10 10' x $0, a 12 10' x $a' 1 12 10' x 34' f 12 IQ' x a•' • 12 10' x31' 14 10' x 40' 14 12' x 4' 4 4 12' x •'. 4 4 12' x 4 4 12' r 10' 4 e 12' x 12' 4 f t2' x /4' 4 e 12' W. e f 12' r 18' e e 12' x 20' 8 f 12' x 22' • • 12' x 34' a 10 12' x 20' • to 12' x 2e' a 10 12' x 30' O 12 12' x 32' f 12 JOIST BUCKETS 2 x 6 FLOOR JOIST @ 16" ON CENTER L,- -_-l_ - -- -- - -7=- =_ 1-I-7 Tl— 7 IIII it II II II II II II II II III II II II II II II it II II II III III II II II II II II II II� it III 0 SII II II II II II II II II II III II II it II II II II II II II II SII II II II it DBL. II 2 x 6 II II it II IIS III it II II II II II II II II II II II II II II II II it B II IIS — II — II —EI r= II — — II II II II — Ih II II II II II II II IIB II lu II II II II II II II II II II II SII wo II II II II II II 11 II II IIS II II II II II II II II II II II o III � II II II II II II II II 11 IIS III m II II II II II II II II II III it � II II II II II II II II II it IIII o II it IIA II II II II II II III f L.iI__1L _L-=-LI—tel_—IL =--4l==1L=—LL =t7�� A MAX. SPAN BETWEEN SUPPORTS (SEE TABLE 4.5) VARIES DECKING MAY BE 5/8" OR 3/4" PLYWOOD OR 5/4"x 6" OR 2 x 6 PLANKING TYPICAL WOOD DECK FRAMING PLAN 1 CENTER OF GIRDER B -B (2) SIMPSON H-5 CLIPS OR EQUAL DOUBLE 2" x 6" P.T.P. W/ 3/4" PLYWOOD (PT) SPACER NAILED vV/ #16d COMMON GALV. (2) EACH 16" O.C. Table 4,5.1 Allowable Floor or Deck Girder Spans Girders Constructed of One (1) #2 Grade Non -dense Pressure Treated Pine Supporting Floor Dead Loads and Uve Loads Load Width Applied Load 55 # / sq. ft Perp-endlcular Single S an Double Span Trl le S an to Girder 2" x 6" 2" x B" 2" x 10" 2" x 12" 2" x 6" 2" x 8" 2" x 10" 2" x 12" 2" x 6" 2" x 8" 2" x 10" 2- x 12" Girder Span Girder S pan 4'-0" 5'-4" 7'-10' 8'-2" 9'-7' 5'-4" T-10" 8'-2' 9'-7' 5'-11' 6'-8' 6'-8" -_-6' 6 -0" 4'-4 6'-5' 6'-8' T-10" 4'-4 6'-5' 6'-8' T-10- 4'-10' 6'-8' 6'-8" g 5'-10" 6'-10" 3'-9' S'-7" S'-10" 6'-10' 4'-3' 6'-2" —'T 6'-6" 2"x8" 5'-2" 6'-1' 3'-5' 4--11- 5'-2' 61-1' 3'-9' $'-T 12'-0" 3'-1' 5'.10• 6•-8. 4'-6' 4'-9'S'-7' 3'-1" 4'-6' 4'-9' 5'-T' 3'-5" 5'-i' Girder Splice 5' Girder Span Points' NONE NONE NONE 11'-9' Notes: 1. For posts with girders on both sides divide the load width by 2 and enter table with that value. ~ 14'-7' 2. Applied load includes a 10.# / sq. ft. dead load for flooring and joist. Girder weight is also considered in limiting girder 3. Spans between supports shall be equal. spa -s 4. Overhangs of girders shall be limited to 2'-6" joist. T-10' 5. Joists shall rest on top of girders and not be attached to the sides of girders. 6'-5' 6. The above tables have been restricted to reflect the maximum length of p.t D. available Is 7'-4' which 20'-0'. 7. Spans may be interpolated. 9' 4' Table 4.5.2 Allowable Floor or Deck Girder Spans 6'-11' Girders Constructed of Two (2) #2 Grade Non -dense Pressure Treated Pine With 1/2' Plywood Spacer Supporting Floor Dead Loads and Live Loads Load Width Perpendicular (2) to Girder i 2" x 6" 6'-0" 8'-0- 6 �^ 10'-0- 0'-0"12'-UD (2)2) 1 2'-UD (2) 14'-0 2"x8" Sln an i72� Doub=10-2- (2) (2)2) (2) (2) (2) 2"x8" 10" 2"x12" 2"x6" Girder Span 2" x 6" Girder Span 9'-3' 11'-9' 14'-4" 14'-7' 8'-5' 10'-3' 11' 7'-5' T-10' 8' 6'-5' 7'-7" T-11' 7'-4' 7'-11" 9' 4' S'-2" 6'-11' Tiled Load 55 # 1 sq. ft. S an Doub=10-2- (2) (2) (2) (2) 2" x 10" (2) 2" x 8" 11'-5' 2" x 6" Girder Span 11'-5' 13'-5' 1 t'-11" 12'-0' 14'-7' 8'-8' 9'-9' 10'-3' 11'-11" 7'-5' 8'-6' 8'-10' ' 0'-5' 6'-5' 7'-7" T-11' 9'-4' S'-9' 6.-11• TJ" 1 8'-6' Trtle 9' S an (2) (2) (2) 2" x 8" 2" x 10" 2" x 12" Girder Span 11'-5' 13'-11' 16'-/- 10'-4' 11'-5' 13'-5' 9'-6' 9'-11' 11'-7- 7' i' 10 -5' rder Splice 8 -1 9-r Points' NONE A,B A,B,C,D Notes: 1. Applied load includes a 10 # / sq. Q. dead load for flooring and joist. Girder weight is also considered in limiting girder soac<_ 2. Splicing of girders shall be @ 1/3 span points only and all splices shall be staggered. 3. Spans between supports shall be equal. 4. Overhangs of girders shall be limited to T-6" joist. 5. Spans may be interpolated. 305:6, WOOD STRUCTURAL PANEL SHEATHING OR SIDING USED FOR UPLIFT RES 305.6.1 Wood Structural Panel Sheathing or Siding Used for Both Shearwalls and OF Wood'structural panel sheathing may be used to resist both lateral load (shearwalls) Shearwall requirements are determined from Tables 305P1, 2',3, and 4, and the required _..__.. .. based on the framing lumber, sheathing or siding material, nails, building geometry, and nailing pattern shown in table 305N1 or 2. When the sheathing or siding is Wood structural panels, and the nail spacing at the top, bottom, and all horizontal joints of sheathing or siding panels are changed to the nail spacing shown in Table 305S1, the uplift resistance capacity of 15/32" wood structural panels shall be as shown in Table 305S1. Panels shall be of the mini- mum thickness required for the shearwalls but not less than 15/32" and be installed as follows: 1. Panels shall be installed with face grain parallel to studs. 2. All horizontal joints shall occur over framing and shall be attached per Table 305S1. 3. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. Lowest plate shall be attached to foundation with bolts or connectors of sufficient capacity to resist the uplift forces developed in the wood structural panel sheathed or sided walls. 4. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attach- ment made to lowest plate at first floor framing. Lowest plate of first floor framing shall be attached to foundation with bolts or connectors of sufficient capacity to resist the uplift forces developed in the wood structural panel sheathed or sided walls. 5. Panel attachment to framing shall be as illustrated in Figure 305S1. 6. Where windows and doors interrupt wood structural panel sheathing or siding, framing anchors or connectors shall be used to resist the appropriate uplift loads. 0uJ Zkn _a UM a� U)Z J Q Q N Z Za C7 W Z w� Da J M J j W J Q m W ~ U) LL Q. FIGURE 305S1 PANEL ATTACHMENT FOR UPLIFT SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 1997 SBCCI Standard for Hurricane Resistant Residential Construction® 97