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Home My WebLink About123 Crown Colony Way (3)CITY OF SANFORD PERMIT APPLICATION 1 LQg Date: %i 4 Cir ISO Permit # : ✓ / "�Y Job Address: 9 2006` Description of Work: ? 7 0 Zoning:Value of Work: S ��J✓ �-� Historic District: 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: Res%�deenntia] tf Commercial Industrial Total Square Footage: Construction Type: 1 9 # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than x) Parcel #: J3 / 3 SQ s 0�0 y/0 — 0sy a (A ch Proof o(f/'pp. ership & egal Description) Owners Name & Address: ,4,Q� inn ,'( /L3 �� Atl ii7 /Lb "i i ni If.? Contractor Name & Address: State LLjcceense umber: tJ� `-f t z--Jv Phone &Fax: �6% to SG "G830 41206!`6 "��fL Contact Person: ��IfJ�L ee Phone: 7G7 04 —640 Bonding Company: Address: Mortgage Lender: Address ArchitectlEngineer: Address: 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 understated 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 sucl�a water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the �gn.,.ofOwn.,IAgn, ate { N r Agent's N ' G) da, re of N l0 9 ate I Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial tc) Special Conditions: (Initial & Date) Notary Public Stal of Fb.r* Charles Burks +� My Commission DD445494 '°der J Expires 061211OM 71 3 Ur* dl�J ;sy Aft' chd(rte torL6gent's Name o 'da Date DEBBIE BLANTON COMMISSION #t DD ]SMI gWRES: FabwayliiiS�Q(f�'n to a or 7 WI D FL a m ru.,,....r .__-- — -- Utilities: FD: (Initial & Date) (Initial & Date) From: Daniel Snyder 386-532-5637 To: Dan Decker Date: 6/8/2006 Time: 10:07:08 PM Page 1 of 2 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total, $1,133.40 Stock Sanford Masonite-Stl 407-688-6606 0264 http://www.scpafl.org/pls/web/re web.seminole_ county title?parcel=3319305QS00000540&... 6/8/2006 E DAviD JoHHsom, CPA. ASA '- • e-�, PROPERTY APPRAISER » I SEMINOLE COU NTY FL. I 101 E. FIRST sr SANFORD . 407-668-7545 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-50S-0000-0540 Number of Buildings: 1 Owner: MARTIN TROY D & LUANN B Depreciated Bldg Value: $169,886 Mailing Address: 123 CROWN COLONY WAY Depreciated EXFT Value: $2,206 CIty,State,ZipCode: SANFORD FL 32771 Land Value (Market): $44,000 Property Address: 123 CROWN COLONY WAY SANFORD 32771 Land Value Ag: $0 Subdivision Name: CROWN COLONY SUBDIVISION Just/Market Value: $216,092 Tax District: S1-SANFORD Assessed Value (SOH): $138,781 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $113,781 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(wlthout SOH): $2,549 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $2,190 SPECIAL 07/2003 04964 1721 $153,100 Improved Yes Save Our Homes (SOH) $359 WARRANTY DEED Savings: WARRANTY DEED 04/2003 04779 0081 $320,000 Vacant No 2005 Taxable Value: $109,739 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontae DeLand Unit Land gp PLATS: Pick... Method Units Price Value LOT 54 CROWN COLONY SUBDIVISION PB LOT 0 0 1.000 44,000.00 $44,000 61 PGS 76 - 78 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2003 7 1,865 2,290 1,865 CB/STUCCO $169,886 $172,473 FAMILY FINISH Appendage / Scift OPEN PORCH FINISHED/ 36 Appendage / Scift GARAGE FINISHED/ 389 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 2003 50 $293 $325 ALUM SCREEN PORCH W/CONC FL 2003 250 $1,913 $2,125 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 your next ear's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/web/re web.seminole_ county title?parcel=3319305QS00000540&... 6/8/2006 DETAIL STARTS HERE INSTALL PURCHASE ORDERS Date: 05/25/2006 Page: 1 FROM: HOME DEPOT U.S.A., INC. FAX: (800) 426-6791 STORE 0266: ECOLONIAL PHONE: (800) 908-9105 Ext. 6130 EAST COLONIAL ORLANDO, FL 32807 ________====(Use this number to invoice The Home Depot) P.O. Nbr 66473288=====__ For customer: GUTIERREZ, LUZ=______ 393-835BUILDING MATERIALS PERMIT FEE INSTALLATION SITE: GUETIERREZ, LUC PHONE: (407) 282-8876 Ext. 5020 MIDDLE BAY DR ORLANDO, FL 32829 TRIP CHARGE: $0.00 CUSTOMER NAME: LUZ GUTIERREZ PHONE: (407) 282-8876 WORK (407) 697-2997 Ext ORDER: 292146 REF #: I13 ( Previously purchased merchandise is at the site ) MERCHANDISE WILL ARRIVE AT SITE VIA THE FOLLOWING: BUILDING MATERIALS PERMIT FEE BASIC INSTALLATION LABOR INCLUDES: Quantity: 0.00 UM: EA Price Ea.: $0.01 Extension: $0.00 OPTIONAL LABOR PURCHASED: O1 ...PERMIT FEE. Quantity: 0.00 UM: EA Price Ea.: $1.00 Extension: $0.00 INSTALLATION LABOR SUB -TOTAL: $0.00 INSTALLATION LABOR TOTAL: $0.00 00000000 P.O. Nbr 66473288=====__ LIMITED POWER OF ATTORNEY I herebq name and appoint: �-1-1`"–�S /r d Printed Name of Appointee G a 7e, Company Name of Appointee _ / V to be my lawful attorney -iniad to act for no in applying to (,! T7� Govemment Commerdal(Residential PenniQing for a permit enabling work to be performed at the location below -described and to sign my name and do all thugs necessary to this appointn>ard: Secdon l� Township — Range / i — Subdivision Block Lot A Address Owner of Property Owner Address Certified Contrador.—A-LI / T. t�lLtr — pdnbd nave Contractor License ir:_ CBG Sbra or ) ne wle � of perew �) Mw Is po�isondy loco b nu or who bei produced Gado"). q-wdu asa� Nowt pum Coddoiaicn admires c•••� Marsha L. Fanl�oserd dod"ddldeaSOtdtiv N"�•^. KobIDSGn Commission OD187534 V.Q Expires: Feb 24, 2007 '�oFRo� Bonded Thru Atlantic Bonding Co., Inc. T. Martin Residence 123 Crown Colony Way Sanfrod, FL 32771 Replace rear entry door unit. Opening will meet 35 PSF +/- requirement )rida Auilding Code Online f' http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQ... T ..Y 7MFN'r OF .,,,unity Affairsi, 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 f 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 Year Standard) ASTM E1300 2002 ASTM E1300 1998 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By 1i 1108 � 'U PPNMI )hda Building Code Online 1 ' X5 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products bttp://www.floridabugding.org/pr/pr app_dti.aspx?param--wGEVXQ... 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 6'-8" Opaque I/S and O/S Single Door Door Units Limits of Use (See Other) '� Certification Agency Certificate Approved for use in HVHZ: �� Installation Instructions Approved for use outside HVHZ: PTID _4904I_Install 68 WE Glazed.odf Impact Resistant: i PTID_ 4904_ I _Install 68 WE Ooague.odf Design Pressure: +/- PTID 4904 I Install 80 WE Glazed.ndf Other: Evaluated for use in locations adhering to I PTID_ 4904 _I_Install 80 WE Ooague.adf the Florida Building Code including the High I Verified By: 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. 3'-0" x 6'-8" max nominal size. Max DP = +/- 76.0. When i large missile impact resistance is required, hurricane protective system is NOT required. See Installation drawing DWG-MA-FLO128-05 for i additional information. 4904.2 Wood -edge Steel Side -Hinged 8'-0" Opaque I/S and O/S Single Door 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. 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 i Wood -edge Steel Side -Hinged 6'-8" Opaque I/S and O/S Door w/ or w/o S 1 Door Units i Limits of Use (See Other) ; Certification Agency Certificate i Approved for use in HVHZ: ; installation instructions Approved for use outside HVHZ: j Verified By: Impact Resistant: 4/14/2006 3:37 PM )rids Building Code Online )fi http://www.floridabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQ... Design Pressure: +/- Other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure ;I requirements as determined by ASCE 7, Minimum i 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 = +/- 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 additional 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 i 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, j 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 f Wood -edge Steel Side -Hinged ' 8'-0" Opaque O/S w/ or w/o Sidelites Door Units 'F Limits of Use (See Other) ! Certification Agency Certificate Approved for use in HVHZ: I Installation Instructions Approved for use outside HVHZ: Verified By: i 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 = + 50.0 / -45.0. When large missile impact resistance is required, j 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. i 14904.6 Wood -edge Steel Side -Hinged i 6'-8" Glazed I/S and O/S Door w/ or w/o Sii Door Units i Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: Verified By: Impact Resistant: NINION 417 FM )rida Building Code Online http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQ... 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 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 i Wood -edge Steel Side -Hinged Glazed I/S Door w/ or w/o Sidelites Door Units 18'-0" Limits of Use (See Other) , Certification Agency Certificate Approved for use in HVHZ: installation Instructions Approved for use outside HVHZ: i 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 = +40.0 / -45.0. When large missile impact resistance is required, j 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) 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 / -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 ►f 5 4/14/2006 3:37 PM SIDE -HINGED WOOD -EDGE STEEL DOOR UNIT 21" MAX 36.375' AOX. 37.5- Awc. N GLAZED DOUBLE DOOR WITH/ WITHOUT SIDEULJTES w/AslltacaL TES o•�.o PANEL wr AFRAME WIDTH t_ Zz GENERAL NOTES 6 4i I. EVALUATED FOR USE IN LOCATIONS ADFIERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM o DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, C O J ODES NOT EXCEED THE DESIGN PRESSURES LISTED 4 ^ Q 2 HURRICANE PROTECTIVE SYSTEM (SHUTTERS) TS REQUIREO "D 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 CI V AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84 , C 4 PLASTICS TESTING OF UTE FRAME WITOW, TEST DESCRIPTION DESIGNATION RESULT • COMPARATIVE TENSILE STRENGTH AFTER WEATHERM* y 4500 HOURS XENON ARC METHOD 1 }0 Tg DOUBLE INSWING UNIT N/cIDFL TTr S AdSlltrblWl QdbftfiL Li _:�LLGG z SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIOELITES DOUBLE DOOR UNIT W/SIOELRFS WITH SIDELITE WITH 90ELiTF TNA I TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO 15% OF PRE URE Ir E 7/11/05 i DESCRIPTION MAA W IN WTH INSTIIN SCALE N.T.S. X s + -SO.s a - at9.0 - a - OWL sn SINS 11 TYP A N XX 4 + - + + + , x or x + - + - + + TiK •n z t + . - + - + - r -w-5 pip ,q. + - + - +1 - + EKG-�L-+LO WO -Os s4a _ aF SELF KiNR10N TEMP ASTM D19T9 680 'F > 850 'F RATE OF BURNING ASTM 0633 1.10 IN N SMOKE DENSITY ASTM 02847 69.811 (ENSILE STRENGTH- ASTM 0638 -7.46t[ DIFF J. SEE OETAI 'C` 3' 18 x 2-1/2" 110 x 2" IS x 2-1/2" /10 x 3/4" 18 x 2-1/2" X10 x 1-1/4" a 110 x 3/4" 110 x 3/4" ,10 x 2" DETAIL E" ASTRAGAL DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT DETAIL "D" STRIKE PLATE TO FRAME AS SHOWN. 1 0.962 �•l rrii aro Off - INSWING .. OUTSWING THRESHoL EE DETAIL 6' ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD do INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW /�. an Eam E z=m um= TYPICAL GLAZING DETAit N x I-i/Y Pm or SEE DETML C' SK. 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 9 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. I. KWIKSET OR SCHLEGE ANSI/BHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. !;2$' 2. 4" X 4" FULL MORTISE BUTT HINGES .FI TYPICAL ANCHOR INSTALLATION W. a