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Home My WebLink About249 McKay BlvdT CITY OF SANFORD PERMIT APPLICATION Permit #:-0 �� ) V date: Job Address:Z y"1 —0) " Kati PJ iA Description of Work: _ K T j/1 r Y r Historic District: Zoning: Value of Work: $-=5 y i Permit Type: Building `� Electrical Mechanical _ Plumbing Fire Sprinkler/Alam 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 Foolage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: __ (FEMA form required for other thant X) Parcel m _ - 19- 3 -5 Z 7 - Q 0 U O - 0 (0S0 (Attach Proof of wnerb:tip & Legal Deseriptlgn) Owners Name & Addreum (Lrr l Y. c 'Ruble %U 9 L c kll . , 01-4 G- : 1 Ci7-- . ZI Z?? -3S i Contractor Name & Address: State LicenseNumber. -' 0 6 (12_ Phone & Fax: `f Oi 1096-0,30 1101 &96 131A, —Contact Porson: ri cke✓ —Phone: Bonding Company: " Address: Mortgage Lender: Address: Architeet/Bngineer: i Address: Phone: Fax: Application is hcreby'nu3de to obtain a permit to do the work and installations as indicated. I rortify 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 AiR CONDITIONERS, etc. , BOILERS, HEATERS, TANKS, and OWNER'S AFFIDAVIT: I certify that an of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regnlating� 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 Abet may be found in the public records of this county, and there maybe additional permits required from other governmental entities sue s water management districts, slate agencies, or federal agencies. A.ceepmrce of pci `1 vcrifi atiul ! wiii notify the owner of the property of the require a M f Florida ien i , FS 9. Signa b cr/n ant g nater � 0'04 / Si a c of Con for/A r, t tate TI i S ti r. , I/1,, Print Owner/ ent', a 1f C�1 % �0 b Pr' n ctor/ ant's Name -7...s�r�r�rr q��rr CQiIN11111,71p11 EX; � 21, 2010 CollrlftM / DD 517413 Me APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Datc) ` (Initial Special Conditions: —"--- & Dnte)_ DEBBIE BLANTON ' MY COMMISSION # DD 1118491 –..-�9utawo►a4oavR�or Ihilitics: FD: (initial & Date) (initial & Date) M From: Phyllis Nicholas 407-249-0710 To: Dan Decker Date: 6/29/2006 Time: 8:49:06 PM Page 2 of 3 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total $775.49 Cust has Ci/Sanford Masonite - stl 321 277-3578 0264 littp://www.scpafl.org/pls/web/re_web.seminole_coLinty title?PARCEL -31193152700000... 6/29/2006 ' ,t ty: DAYiv JoEiNsow CrA. ASA ` .. E « PROPERTY APPRAISER "' ; SEMINOLE COUNTY R1.. x ;Ydq : .. ..;":€' :✓ ":� •<• '.0 I 101 E. P7esT %T SANFORD, FL 32771.1468 x07.565-7506 m it o-1 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-527-0000-0680 Number of Buildings: 1 Owner: BOYLE CHARLES P Depreciated Bldg Value: $85,377 Mailing Address: 249 MCKAY BLVD Depreciated EXFT Value: $0 City, State,ZipCode: SANFORD FL 32771 Land Value (Market): $28,000 Property Address: 249 MC KAY BLVD SANFORD 32771 Land Value Ag: $0 Subdivision Name: CEDAR HILL REPLAT JustlMarket Value: $113,377 Tax District: S1-SANFORD Assessed Value (SOH): $94,935 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $69,935 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $1,340 SPECIAL 08/2004 05447 0164 $120,000 Improved Yes WARRANTY DEED 2005 Tax Bill Amount: $1,340 CORRECTIVE Save Our Homes (SOH) Savings: $0 DEED 07/2004 05395 1084 $100 Vacant No 2005 Taxable Value: $67,170 WARRANTY DEED 04/2004 05266 1258 $461,300 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... - Frontage Depth Method Units Price Value LOT 68 CEDAR HILL REPLAT PB 63 PGS 96 LOT 0 0 1.000 28,000.00 $28,000 97 g 98 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Type Fixtures Ext Wall Bid Value Bit SF SF SF Num Bit New 1 SINGLE 2004 6 1,264 1,680 1,264 CB/STUCCO $85,377 $86,239 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 400 Appendage / Sgft OPEN PORCH FINISHED/ 16 NOTE: Appendage Codes included in Living Area. Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. " If Vou recent!y purchased a homesteaded property your next ear's properly tax will be based on JustlMarket value. littp://www.scpafl.org/pls/web/re_web.seminole_coLinty title?PARCEL -31193152700000... 6/29/2006 LIMITED POWER OF ATTORNEY 1 hero y name and appoint: S GI�W { Gts Printed Name of Appointee e c. D 60Vi ,GSC Company Name of Appointee to be my lawful altomey4n-fact to act for me In applying to 6 � G 4 Government Commen;iaalfResiderdial Permitting for a permit enabling work to be performed at the location bellow -described and to sign my name and do all things necessary to this appointment: 3 / Section % Township 3� Ranp $ Z 7 _ Subdivision D U 13" Lot ` /f� % ckx, 1�' t _vcf. ---- Proleof Address Owner of Property 3Z_11 _OwnerAddross Date: - ( _O Certified Contlador:-Afhht/ T. &L4f• - — prirded name Contractor License CBC /ZSOS/q�—_ Slate of Fim courdydf 1 2^ swam 10!M ub�aib.e �n � Md� � der of � ' v V i7op� Ile are or who hay produced .. 1 Cornriesion FOrir MWddromep0a50Wv jeiqo.r d (,►+try BRYANT K. ROBINSON r. MY COMMISSION 0 DD 269995 = EXPIRES: November 25, 2007 '?qr, ew�ead irw No" Public UnOanMurn Boyle Residence 249 McKay Blvd. Sanford, FL 32771 Replace rear entry door unit. Opening will meet 35 PSF +/- requirement Anda Building Code Online htt p://www. tloridabuilding. org/pr/pr_app_dti. aspx?param--wGE VXQ... BCIS Home Log In Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Link Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail FL # FL4904 Application Type New Code Version 2004 Application Status Approved Comments Archived (- Product Manufacturer Masonite International Address/Phone/Email One North Dale Mabry Suite 950 Tampa, FL 33609 (615)441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute, Referenced Standard and Year (of Standard Standard) ASTM E1300 ASTM E1300 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 2002 1998 1994 1994 1994 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Section 2612 HVHZ PI Method 1 Option A 07/25/2005 09/27/2005 08/14/2005 10/06/2005 FL # Model, Number or Name Description 4904.1 Wood -edge Steel Side -Hinged ; V-8" Opaque I/S and O/S Single Door Door Units ! Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: j Installation Instructions Approved for use outside HVHZ: PTID 4904_ I_ Install 68 WE Glazed.odf Impact Resistant: I PTID 4904 I Install 68 WE Oca4ue.ndf ! Design Pressure: +/- PTID 4904 I_Install 80 WE Glazed.odf Other: Evaluated for use In locations adhering to PTID _4904IInstall 80 WE Ovaaue.udf the Florida Building Code including the High Verified By: Velocity Hurricane Zone, and where pressure i requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, 'does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Max DP = +/- 76.0. When large missile impact resistance is required, i hurricane protective system is NOT required. See installation drawing DWG-MA-FLO128-05 for additional Information. 4904.2 Wood -edge Steel Side -Hinged Opaque I/S and O/S Single Door Door Units 18'-0" Limits of Use (See Other) Certification Agency Certificate Approved for use In HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-0" x 8'-0" max nominal size. Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is NOT required. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.3 Wood edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Door w/ or w/o S Door Umts Limits of Use (See Other) ; Certification Agency Certificate Approved for use In HVHZ: Installation instructions j Approved for use outside HVHZ: i Verified By: Impact Resistant:. if 5 4/14/2006 3:37 PM Drida Building Code Online http: //www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGE VXQ. Design Pressure: Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure • requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, j does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 55.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO128-05 for Iadditional information. 4904.4 Wood -edge Steel Side -Hinged 8'-0" Opaque I/S Door w/ or w/o Sidelites Door Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 45.0 / -50.0. When large missile impact resistance is required, hurricane protective system is NOT required on opaque panels, but is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. 4904.5 Wood -edge Steel Side -Hinged 8'-0" Opaque O/S w/ or w/o Sidelites` Door Units — L_ imits of Use (See Other) — Certification Agency Certificate Approved for use lin HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: j Design Pressure: +/- i Other: Evaluated for use in locations adhering to the Florida Building Code including the High i Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0- x 8'-0" max nominal size. Max DP = + 50.0 / -45.0. When large missile impact resistance is required, Ihurricane protective system is NOT required on I ;I opaque panels, but Is required on glazed panels. See installation drawing DWG-MA-FLO129-05 for additional information. ! Wood -edge Steel Side -Hinged 6'-8" Glazed I/S and O/S Door w/ or w/o Si. 14904.6 Units Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: I 011 4114006 137 Pkv Design Pressure: Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, i does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Max DP = +/- 50.5. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO130-05 for additional information. x4904.7 Wood -edge Steel Side -Hinged 8'-0" Glazed I/S Door w/ or w/o Sidelites 1 Door Units Limits of Use (See Other) ' Certification Agency Certificate i Approved for use in HVHZ: Installation instructions Approved for use outside HVHZ: i Verified By: Impact Resistant: j Design Pressure: Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure irequirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" ! x 8'-0" max nominal size. Max DP = +40.0 / -45.0. When large missile impact resistance is required, ! hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for ! additional information. 4904.8 Wood -edge Steel Side -Hinged 8'-0" Glazed O/S Door w/ or w/o Sidelites Door Units Limits of Use (See Other)Certl ification Agency Certificate Approved for use in HVHZ: installation instructions Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, Minimum Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 12'-0" x 8'-0" max nominal size. Max DP = + 45.0 / -40.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO131-05 for additional information. i Bads Next DCA Administration Department of Community Affairs Florida Building Code Online Codes and standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Suncom 277-1824, Fax (850) 414-8436 of 5 4/14/2006 3:37 PM • CL, UO N SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 600 0:N . 8'-8' GLAZED DOUBLE DOOR WITH / WITHOUT SIDESURES �WU z�z cENErau. NOTES � 4i T. EVALUAi1:D FDR 115E w LOCATIONS ADHERING TO THE FLORIDA BUILOM CODE AND WHERE PRESSURE REQUIREMENTS AS OETERMINED BY ASCE 7, MINIMUM O DESIGN LOADS FOR SUIDMOS AND OTHER STRICTURES, O DOES NOT EXCEED THE DESIGN PRESSURES LISTED !� ri 2 HURRICME PROTECTNE SYSTEM (SINTERS) IS REQWRED 3. POLYURETHANE CORE FLAME SPREAD IN= OF 50 U AND SMOKE DEVELOPED INDEX Of 60 PER ASTM E84 • PLASTICS TESTIMO OF LITE FRAME MATERIAL, TEST OESCRFMON OES*NATION RESULT .. • COMPARATNE TENSILE STRENGTH AFTER WFATHERIM 4500 FOURS XENON ARC METHOD 1 $ e yK 1 �Lgii DOUBLE INSWING UNIT w CI I S a a A4ro1�bNNf OR ft m 0 l z a SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WAIDELDES DOUBLE DOOR UNIT W4 I'@L SIDfLITF _ WHEREWA INFILTRATION tMK: 7/11/05 TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO 8E 15X OF GN PRESSURE CONFIG MAX WIDTH INSWING IWSTYIN SGIE N.T.S. E DESCRIPTION X 5 a -50. + - +19.0 -1 + - o SW5 11 A N XX ♦ +50.5 + . +1 +_50.5 NG X or X 5 + . + + -1 + . pec or 1 33 IN1 2. + .5 - .5 +50.5 - + -1 t OWN" •0.• ♦ + - .5 + .S - + -1 + OMC-IM-ROt30-08 MO __I_ or -L M Kr'Q110N TEMASTM D1929 680 'F > 650 'F OF BURNR/C ASTM 08JS 1.10 IN 149 MNI OYERALI iRMIE IY�TII 21' MAX 36.375' MAX. O.L.O PANEL WIDTH 37.5' MAX. w/ASTRAGAL � I FRAME IWOTH MIN KE OfltSI1Y ASTM 0283 6t1.61CILE STRENGTH' ASTM 0636 -7.•811 OIfF 149 MNI OYERALI iRMIE IY�TII 21' MAX 36.375' MAX. O.L.O PANEL WIDTH 37.5' MAX. w/ASTRAGAL � I FRAME IWOTH 0 e � MO Ip SEE 3 3 �ETAll3 3 s 6• 3' SEE DETAIL .C. 3 3. C ' - r J' 3' T. 3• 3. 6' SEE DETAIL 6' I n � Y SEE DETAIL ¢WW O h + G I io 18 x 2-1/2" 110 x 2" 18 x 2-112- / 10 -1/2'110 x 3/4" 18 x 2-1/2" 110 x 1-1/4" a 110 x 3/4` 110 x 3/4" 110 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. 1 DC7 [T INSWING THRESHOLD OUTSWING THRESHOLD 6' IEE DETAIL C. 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD do INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW yyy/ Olt cam immm TYPfCAL GLAZING DETAIL N x 1-1/2- " ONO CC N Lu Z {� c t O0: U er: sr: T IV 6' 3' — I 11 re e A A — B W � e — 6• am 6" 3' — + 3 3. C ' - r J' 3' T. 3• 3. 6' SEE DETAIL 6' I n � Y SEE DETAIL ¢WW O h + G I io 18 x 2-1/2" 110 x 2" 18 x 2-112- / 10 -1/2'110 x 3/4" 18 x 2-1/2" 110 x 1-1/4" a 110 x 3/4` 110 x 3/4" 110 x 2" DETAIL "E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. 1 DC7 [T INSWING THRESHOLD OUTSWING THRESHOLD 6' IEE DETAIL C. 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD do INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW yyy/ Olt cam immm TYPfCAL GLAZING DETAIL N x 1-1/2- " ONO CC N Lu Z {� c t O0: U er: sr: T IV SEE OEMNL C' SHf. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS 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 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR wi51R" LOCATION. 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. L s. tl 8 d SEE DERIL } V SHT. 2 W N H1 ♦ rr b 3' 1. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. ?;25" 2. 4" X 4" FULL MORTISE BUTT HINGES TYPICAL ANCHOR INSTALLATION arr•1cr- er. er: .s. a