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HomeMy WebLinkAbout134 Meadow BlvdPermit 9: � i-MlY Address: 1, 'cD:g'erfption of Work: Historic District: CITY OF SANFORD PERMIT APPL(CAT[ON p / 1 T ^ Date: tq n � __rZn ,-A- d- Total Square Footage — .00 Zoning: oua,tue of Work: S �Dc)p I!=Rwifit Type: Building VElectrical Mechanical Plumbing Fire Sprinkler/Alarm Pool ' Electrical: New Service - 9 of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement Ne e Plumbing/ New Commercial: # of Fixtures k of Water & Sewer Lines i PlumbingfNew Residential k of Water Closets Dccupancy Type: Residential Commercial Industrial Construction Type: II of Stories: of Dwelling Units: _ w (Duct Layout & Energy Calc. Required) 4 of Gas Lines Plumbing Repair - Residential or Commercial Flood Zone: (FEMA form required ) contractor Name & Address: 'hone & Fal: 3onding Company: \ddress: 4ortgage Lender: \ddress: \rchitect/Eagineer: Contact Person: State License Number: Phone: \ddress: Fax i Vpplication 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. I )WNER'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 onstruction 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 i kTTORNEY BEFORE RE�ORDING YOUR NOTICE OF COMMENCEMENT. i I JOT[CE: I& addi -on to to tgquire of ' p it, M. maybe additional restrictions applicable to this property that maybe found in the public records of his county, e y be additi6nal t e uir qs g mental entities such as water management districts, state agencies, or federal agencies. Wceptan tstverilii n that' ill noti . th owner of/1thhee pof the requirements of Florida Lien Law, FS 713. Signa`�`e of Owner/Agent 15ate Signature of Contractor/Agent Date liG I ' Print Agent's Name Print Contractor/Agent's Name Sign re of Notary -State of Flori Si nature of Notary -State of Florida Date DEBBIE BLANTON MY COMMISSION # DD 188491 11 t7 EXPIRES: February 25, 2007 1 Y FL Notary Discount Assoc. Co Owner/Agent is -c a I � C ntractor/Agent is Personally Known to Me or Produced ID `{ t r Produced fl) i APPROVALS: ZONING: UTIL: FD: ENG: BLDG: pecial Conditions :ev 03/2006 r CITY OF SANFORD BUILDING DIVISION OWNERi�t3UILDER 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 filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed 19y law on the permitted structure. caner/ wilder Signature11 Date TZS1aiGl � eco Print Owner/Builder Name DEBBIE BIANTON MY COMMISSION # DO 188491 ' F(&y EXPIRES: February 25,2007 OTARFL Notary Discount Assoc. Co. Signature o Notary—State of Florida — - �-�- Owner is Personally Known to Me or has Produced ID Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=3 3193050800000250&cpad... 8/24/2006 DAym JOHNSON, Ci'A, ASA PROPERTY APPRAISER �'::�� � 31 s� a SEMINOLE COUNTY FL. 23, 1101 E. FiR9T SsT SANFORD , FL 32771-1 46B 38 � 40 , 1 42 4:3 dd ,4 407-665-7506 21 15 17 ir'rii 4a 13 2006 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 33-19-30-508-0000-0250 Depreciated Bldg Value: $115,977 Owner: REEDY RODNEY Depreciated EXFT Value: $300 Mailing Address: 134 MEADOW BLVD Land Value (Market): $28,500 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 134 MEADOW BLVD SANFORD 32771 Just/Market Value: $144,777 Subdivision Name: MAYFAIR MEADOWS Assessed Value (SOH): $106,226 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $81,226 Dor: 01 -SINGLE FAMILY Tax Estimator 2006 Notice of Proposed Property Tax SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $1,758 WARRANTY DEED 02/2003 04726 0654 $115,000 Improved Yes 2005 Tax Bill Amount: $1,559 WARRANTY DEED 05/2000 03865 1995 $92,000 Improved Yes Save Our Homes (SOH) Savings: $199 WARRANTY DEED 08/1995 02963 1829 $74,300 Improved Yes 2005 Taxable Value: $78,132 WARRANTY DEED 10/1988 02011 1843 $69,400 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LEG LOT 25 MAYFAIR MEADOWS PB 29 LOT 0 0 1.000 28,500.00 $28,500 PGS 31 TO 33 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1988 7 1,248 1,868 1,248 SIDING AVG $115,977 $124,040 FAMILY Appendage I Sqft GARAGE FINISHED/ 418 Appendage / Sgft OPEN PORCH FINISHED/ 22 Appendage I Sqft SCREEN PORCH FINISHED / 180 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD DECK 1988 150 $300 $750 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. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=3 3193050800000250&cpad... 8/24/2006 Ili, W' 1 •nae (407)430-4068 MILLWORKS +f)7i.3F s�ht :lie a da De�ai#HIM of �`aFmmuni �ffaersi`- ` > �NA«fir©40 t��rs� cortz-r�nity nt"`�; - •uf,'- •.� �• Quality Assurance Entity: Validation Entity: Authorized Signature: Steve Schreiber sschreiber@lnasonite.com Evaluation/Test Reports Uploaded: �I! zllli yW _ r _ r pv=rvev ?T„•-,nS=e.h 0-gai:-ata. Product ssw"%. RpplicaUon User: Public User - Not Associated with Organization - Need Help ? Application #: FL4668-RI Date Submitted: 09/14/2005 Code Version: 2004 Product Manufacturer. Masonite International Address/Phonelemail: One North Dale Mabry Suite 950 Tampa, FL 33609 (6I 5) 441-4258 Category: Exterior Doors Subcategory: Swinging Evaluation Method: Certification Mark or Listing Referenced Standards from the Florida Building Code: Section Standard Year TAS 202 1994 ASTM 1998 E1300 ASTM 2002 E1300 Section 2612 HVHz P1 Certification Agency: National Accreditation & Management Institute, Quality Assurance Entity: Validation Entity: Authorized Signature: Steve Schreiber sschreiber@lnasonite.com Evaluation/Test Reports Uploaded: �I! zllli 200PATWeBuildingLkM Online (407)430-4068 Installation Documents Uploaded: Product Approval Method: Application Status: Date Validated: Daze Approved: Date Certified to the 2004 Code: Page:, Go MILLWORKS ! Pa_4� 7.51 PTLD 4668 R1 I 6 8 Glazed Installation.tadf PTID 4668 R1 1 6 8 ODacrue Installadon.pdf PTTp_4668_Rl I 8 0 Glazed Installation.pdf PTID_ 4668 R 1 1 8 0 Ooaeue InstaliatLo ,p f Method I Option A Approved 10/16/2005 10119n-005 Page 111 App/Seq # Product Model # or Name Model Description Limits of Use Evaluated for use in locations adhering to the Florida Building Code ncluding the High Velocity urricane Zone, and ere pressure requirements as determined by ASCE 7, Minimum Design Loads 6-8" Opaque I/S or Buildings and Other 68.1 Fiberglass Side -Hinged and O/S Single Structures, does not Door Units Door exceed the design pressures listed. T-0" x 6'- 8" max nominal size. Max DP = +/- 70.0_ When large missile impact resistance s required, hurricane protective system is required. See installation drawing DWG-MA- FL0124-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and 668.2 Fiberglass Side -Hinged 8'-0" Opaque 1/s and O/S•Singie here pressure requirements as Door Units Door determined by ASCE 7, Minimum Design Loads or Buildings and Other Structures, does not exceed the design pressures listed. T-0" x 8' 0" max nominal size. Max 20062dQ, .uildin; 7 Online (407)430-4068 MILLWORKS ! DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG -MA - L0125 -05 for additional nformation. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads 8'-0" Opaque r Buildings and Other 668.3 Fiberglass Side -Hinged /S Door w/ or Structures, does not Door Units /o Sidelites exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max OP = + 55.0 / -50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- A-FL01254)5 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads 8'-0" Opaque IIS r Buildings and Other 668.4 Fiberglass Side -Hinged Door.w/ or w/o Structures, does not Door Units Sidelites exceed the design pressures listed. 12'-0" x '-T max nominal size. Max DP = +50.5 / -50.5- When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FL0125-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, 200e4uilding5961 Online (407)430-4068 MILLWORKS ! Minimum Design Loads r Buildings and Other Structures, does not exceed the design pressures listed. 12'-D" x 6-8" Opaque '4" max nominal size. 668.5 Fiberglass Side -Hinged O/S Door w/ or Max DP = +55.0 / -50.5. Door Units /o Sidelites When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG- MA-FLO124-05 for additional information. Evaluated for use in locations adhering to the Florida Building Gode ncluding the High Velocity Hurricane Zone, and here pressure requirements as etermined by ASCE 7, Minimum Design Loads Fiberglass Side -Hinged 6'-8" Opaque I/S r Buildings and Other Structures, does not 68,6 Door Units Door w/ or w/o Sidelites exceed the design pressures listed. 12'-0"x 6-8" max nominal size. Max DP = +50.51-50.5. en large missile impact resistance is required, hurricane protective stem is required. See installation drawing DWG- MA-FLO124-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads 8'-0" Glazed 0/5 r Buildings and Other Structures, does 668.7 Fiberglass Side -Hinged Door w/ or w/o not Door Units Sidelites exceed the design pressures listed. 12'-0"x 8'-0" max nominal size. Max DID = +/- 47.0. When large missile impact resistance is required, hurricane protective stem is required. See installation drawing DWG- -FLO127-05 for additional information. Evaluated for use in locations adhering to the r 200�o9d�eduildin3� Online (407)430-4068 MILLWORKS ! Pa Sl° Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as determined by ASCE 7, Minimum Design Loads r Buildings and Other 8'-0" Glazed Il$ Structures, does not 68.8 Fiberglass Side -Hinged Door or exceed the design Door Units idelito s pressures listed. 12'-0" x '-0" max nominal size. Max DP = +/- 40.0. When large missile impact sistance is required, urricane protective system is required. See installation drawing dWG- A-FLO127-05 for additional information. Evaluated fnr use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and ere pressure requirements as determined by ASCE 7, Minimum Design Loads 6-8" Glazed O/S r Buildings and Other 668.9 Fiberglass Side -Hinged Door wl or w/o Structures, does not Door Units idelites exceed the design pressures listed. 12'-G" x '-8h max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, urricane protective system is required. See installation drawing DWG- A-FL0126-05 for additional information. Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and here pressure requirements as 6-8" Glazed I/S determined by ASCE 7, 68.10 Fiberglass Side -Hinged Door or w/o Minimum Design Loads Door Units idelitwl os or Buildings and Other tructures, does not exceed the design pressures listed_ 12'-0" x '-8" max nominal size. Max DP = +/- 52.0. When arge missile impact esistance is required, urricane protective 200uFJEOdp4I3uildinj:.0Ap Ordine (407)430-4068 MILLWORKS ! Paf t stem is required. See installation drawing DWG- MA-FLO126-05 for additional information. Next Copyright and Disclaimer ; 02000 The State of Florida. All rights reserved. VE RFr� .., a ����- 149'My a>:q.+u reaEJE a+oTR SIDE-MNGED WOOD -EDGE STEEL DOOR UNJT 2f- iw .36.375" UAx. ro cc EV DNp Q 6'-8" GLAZED DOUJ3LE DOOR WITH / bVf7f fOU7 SlDELJTFS 01.0 PANEL LVIDTH .77.5` MW' Fo lY/ASTRAGAL RAEIF MOTH W U Z >sEVCRAE MOTIF,;MOTIF,;�Q � 1. EVMIAIED FOR USE IN LOCATIONS AOHERIHC TO Ll; THE FLORIDA BUILDING 000. AND WHERE PRESSURE in REOUIREMENIS AS DETERMLNE0 ST ASCE 7. MLMPAULJ Lu C) ODES se BESICN LUADS FOR BUILDINGS AND OTHER STAUCTURES, 1— DOES NOT E)fCEFO THE DESIGN PRESSURES LISTED 2 HURRICANE PROTECTIVE SYSTEM (STARTERS) IS REOUMEO °D ur; ^ S 3 POLvgETHa7tE CORE FIAUE SPREAD INC£K OF s0 c 2Vl J AND SMOKE OEVD-OKD INDEX OF 6D PER ASIM E84 'n Ci � ;r=}y 4 FL\STI:,S TESTINS OF LITE FRANE MATCRLRL' Io TEST OESCRJPDOFJ DESIGNATION RESULT SELF IGNITION IC1.IP ASTM 01929' 680'F > 55D 'F RATE OF BLIRNNG I ASTM 06215 1.70 W TIN SIJOHE D£q'9IT ASTLI 11284) 69.68 TENSILE STRUJGTH• ASTU 0636 -i.4" 0,VF CDP.IPARA, NE TENSILE STRENGTH AFTER WEATHERWG .5AR CO HOURS XENON C MEIHOD 1 d 0 C �o o S � DOUBLEINSYIEATG UW C(/SID ITS a a O Ad*" bmw M �t Cp�Jttlkl: O v �D O O N TABLE OF CONTEwis ISLE 4 DESCRIPTAON 1 YPICAL ELUATIONS & GENERAL NOTFI.— ANCNE)NI"IOLOCA'i NS & OETnILS S ANCHOJIUJC CATIOR DETAILS I I I I I i i I I I I fT,_W,7at7.. r .. I sc.JF N. J.S. w6. R:I SIPS Ont. er. t:Iunt+d N(i• l CF M j 00 ID O O M O v Ln O M s- 3. SEE DEIA, 3" EE CEIAL _,r n ti ASTRAGAL RETAINER BOLT HOLE MUST BE ORILLEO THROUGH #8 x 2-f/2" X10 x 2 �8 z ?-1/2" THE THRESHOLD & INTO THE STRUCTURE OEEP CNOUGH ,�10 " 3/4 FOR A 1.375" THROVE g8 x 2-7/2" ;x'10 x 1-1/4" 0 X10 x 3/4" '� . if 10 x 3/4" DETAfL "F" ASTRAGAL f0 x 2" OETAfL '�" ASTRA al DETAIL `C" ATTACH ASTRAGAL RETAINER BOLT ocx sas DETAIL "D" STRIKE PLATE TO FRAME oa mina\ AS SNOVJN. is a 1-1/2• PH$ � 8dirdnblVJJ 0.902" I k I T LmP 0D.04' mow,/ INSWING Tl-lrlCSFfDL.D OUT5IVING THRESHO TYPICAL GLAZ__INC OETAILOETAIL g tq N Z rlr_N O gZ a O� C00 2 0= opo tree K.T.S. orc ow SvrS cup. an IwAp 2 or .:m SEE DETAIL "C" SHT. 2 e KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER I II.I - W SEE DETAIL I •� D• SHT. 2 i r � 0 W. ;-T N r — 0 W � e r G _ v _ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONOITIONS PREPARED. SIGNED AND SEALED BY HAROLD E. RUPP, PE (FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB. HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WO00 SCREW$ OR 3/16" TAPCONS. A PIIYSICAL gpp' SHIM MUST 13E PLACED IN SHIM SPACE AT EACH ANCHOR 6nO2%• LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FRDM CL.I �— ANSI/Af&PA NDA FOR SOUTHER14 PIKE LUMBER AND ACHEIVEMENT I OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE i'•'•'. m,INIMUM EMBEDMENT OF 1-1/4-. TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE_ STRENGTH OF ANCHORS 171 LBS. ueonkuaac crucn"rF 1. � KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER I II.I - �IIJI I m 4" X 4" FULL MORTISE BUTT HINGES i N r — 0 W � e _ v � - h" 3• 6"—F F 6` ueonkuaac crucn"rF 1. � KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2- CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES N.T.S. SWS w: NO MD. -W -F10130-0.7 "_cr 3 i