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HomeMy WebLinkAbout226 W 19 St (2)CITY OF SANFORD PERMIT APPLICATION Application #: /' A04 Submittal Date: Job Address: Z Z (v a) . 1 q+� Value of Work: $ Z 3j 30 Parcel II): Historic District: RECEIVED Description of Work: KeoKcic 4Qlti elfty(6 (66 r 0 U) (t Square Footage: ,� �r t c„ 'a' inn7 .............................................................................................................. 0........... Permit Type: Building W Electrical ❑ Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool 0 Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Mechanical: Residential 1r Non -Residential ❑ Replacement ❑ Change of Service ❑ Temporary Pole ❑ 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 ❑ Commercial ❑ Occupancy Type: Residential 119"" Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) .................... I........�ri .I..'..I....................... 0.......................j�............................. Property Owner: !<0•,i�eL I�VJJ Contractor. Address: ZZ 1, C'1 -A (1sf Address: 2-11 /3r'aU biDj I FL- 3 2-D 1 /hfL°y CfAl )q 32-71`2 Phone: E-mail:Phone: � .fid State License Number: Bonding Company: Mortgage Lender: Address: Address: Arch itect/Engineer: Address: Plan Review Contact Person: Phone: Fax: Phone: Fax: E-mail: 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 permit is verification that I will notify the owner of the property of the requirem5 &Iof Florida Lien La , FS 713. Signature of Owner/Agent Date Si ature of Contractor/ gent Dalk er o Ts Print Owner/Agent's Name Pri ontractor/ ent' arae 23 a Signature of Notary -State of Florida Date Si lure of Notarylate of Florida ate a x o �'.i3 Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: €u � Contractor/Agent is 1_ Personally Known to Me oro 2 P. d 0 N Produced ID c o ENG: BLDG: 07 09 Jun 20 07 02:40p 386-532-5637 386-532-5637 p.1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 1 f ffir- ` owl do t SA IJ I:ORL M, 4 http;//Nvww.scpaf.org/web/re_web.seniinole_county_title?parcel=36193050600000950&c... 6/19/2007 59.0X58.0-154.0 DAVID JoFoasoN. Cr.A. ASA PR©PEFrff +� ,X. 6 a ?.) 7.,5r -, 1e3.q, APPRAISER , 87.0 TT I .0L101,bgs.0" 1. iJ .r� i� e7 ,r 10 —92svcuoLCOUNTY WV 141H 1101E.nf? TST SAMI-ORD. FL 32771.1468 1107-6165-7506 los ICE 107 IC67,1r7; ;r_ tr311i 115 In. sty Uo 3�QIo�b 105.0-148.0 � 112.011�4.D 116.0'-118.0172 t 0 �` 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 36-19-30-506-0000-0950 Number of Buildings: 1 Owner: CRIBBS ROBERT L 8 SHERRI L Depreciated Bldg Value: $61,861 Mailing Address: 226 W 19TH ST Depreciated EXFT Value: $600 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): 521,150 Property Address: 226 19TH ST W SANFORD 32771 Land Value Ag: $0 Subdivision Name: SANFORD HEIGHTS Just/Market Value: 583,611 Tax District: S1-SANFORD Assessed Value (SOH): $39,010 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $14,010 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $921 Deed Date Book Page Amount Vacllmp Qualified 2006 Tax Bill Amount: $257 WARRANTY DEED 0711990 02199 1772 545,000 Improved Yes Save Our Homes (SOH) Savings: $664 2006 Taxable Value: $13,059 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... - Method Units Price Value FRONT FOOT & LEG T 95 (LESS W 10 FT} SANFORD 50 127 .000 450.00 $21,150 DEPTH HEIGHTS PB 2 PG 63 BUILDING INFORMATION Bld Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cast New 1 SINGLE 1931 3 1,004 1,621 1,004 SIDING AVG $61,861 $126,894 FAMILY Appendage 1 Sqft UTILITY FINISHED / 152 Appendage / Sgft OPEN PORCH FINISHED 121 Appendage / Sgft ENCLOSED PORCH UNFINISHED / 120 Appendage / Sgft DETACHED GARAGE UNFINISHED / 324 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 FIREPLACE 1931 1 $600 S1,500 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** ff you recently purchased a homesteaded propelZ your next ear's property tax will be based on Just/Market value. SA IJ I:ORL M, 4 http;//Nvww.scpaf.org/web/re_web.seniinole_county_title?parcel=36193050600000950&c... 6/19/2007 I hereby name and appoint:� �LSl /nJ —Printed Name of Appointee �lP 7, G Company Name of Appointee to be my lawful attomey-in-fact to act for me In applying to C//' i , G Jdl'� Aid Government Commercial/Residential Permitting for a permit enabling work to be performed at the location below- described and to sign my name and do all things necessary to this appointment: �5 Cc Section Township — 4 V _Range 6_6 Subdivision Block Lot / —�2 G /,(), ----------Project Address _ /` ��� �J--------------Owner of Property 2 Z t, /� J /� — --- _---- —Owner Address Signed:-- — _ j ow*W contractor 21mak" Date: _ ` Lo ? Certified Contractor.�nJ°_/ 7-. — pdntadBann — Contractor License Srats of a ) County of ) anQsc bs beforome W.O day of �%'� � O� (x) %by - (nems of person aduwMsdged) who i to ms or who has produced Notary Commission as�rea: BRYANTK.ROBINSON Fl)riMpo�wrd �omayJ04250vav*- MY COMMISSION # DD 269995 EXPIRES: November 25, 2007 S pd Eondad Thru Notary Public underwriters Cribbs Residence 226 W. 19th Street Sanford, FL 32771 'I Replace front entry door unit. - Ckh, am ft a A __ ,Iorlda Building Code Online „c c littp://www.floridabuilding.org/pr/pr_app_dti. aspx'?param=w(iE VXQ Jn BCIS Home Log In Hot Topics Submit SurchargeStats & Facts' Publications FBC Staff BCIS Site Map Links', Search' f Product Approval UI� USER: Public User Product A 2!Loyal Menu > Product Ar Apkl!cation Search> Application List > Application Detail FL # FL5114 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 202 1994 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Method 1 Option A 08/05/2005 09/27/2005 Florida Building Code Online of 5 bttp://www.flofidabuilding.org/pr/pl_app_dtl. aspx?param=wGEVXQ Date Pending FBC Approval 08/15/2005 Date Approved 10/06/2005 Summary of Products - - -- - - FL # Model, Number or Name I -- _.. ----- - - -- - - ... -- ---- - - ! Description 5114.1 Stile and Rail Wood 6'-8" Opaque I/S and O/S Single Door w/ or w/o Side -Hinged Door Units Transom Limits of Use (See Other) Certification Agency Certificate Approved for use in HVHZ: Installation Instructions Approved for use outside HVHZ: PTID 5114 I Install 68 SR Glazed.pdf Impact Resistant: PTID 5114 I Install 68 SR Opaque odf Design Pressure: +/- PTID 5114 I Install 80 SR Glazed.pdf Other: Evaluated for use in locations adhering to PTID 5114 I Install 80 SR Opague�df the Florida Building Code including the High Verified By: j 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'-6" x 6'-8" max nominal size. Max DP = +/- 70.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO136-05 for additional information. ...._... _. 5114.2 Stile and Rail Wood ........ 8'-0" Opaque I/S Single Door Unit Side -Hinged Door Units ...... .... _ _ Limits of Use (See Other) _......... 1 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 j Velocity Hurricane Zone and where pressure requirements as determined by ASCE 7, Minimum j Design Loads for Buildings and Other Structures, does not exceed the design pressures listed. 3'-6" x 8'-0" max nominal size. Max DP = +65.0 / -70.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FL0137-05 for additional information. ........ ....... _ _.... ,. 5114.3 Stile and Rail Wood 8'-0" Opaque O/S Single Door Unit Side -Hinged 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'-6" x 8'-0" max nominal size. Max DP = +70,0 / -65.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO137-05 for additional information, 5114.4 Stile and Rail Wood i'6-8" Opaque I/S and O/S Door w/ or w/o Sidelites Side -Hinged Door Units and w/ or w/o Transom Florida Building Code Online of 5 http://www.floridabuilding,org/pr/pr—app_dtl,aspx?param=wGEVXQ ...... Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: 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. 6'-1" x 6'-8" max nominal size. Max DP = +/- 60.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO136-05 for additional information. Certification Agency Certificate Installation Instructions Verified By: 5114.5 Stile and Rail Wood 8'-0" Opaque I/S Door w/ or w/o Sidelites Side -Hinged 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. 6'-1" x 8'-0" max nominal size. Max DP = +55.0 / -60.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO137-05 for additional information. 5114.6 Stile and Rail Wood ......... 8'-0" Opaque O/S Door w/ or w/o Sidelites Side -Hinged Door Units w/o Transom Limits of Use (See Other) - ' Certification Agency Certificate Approved for use in HVHZ: ; Installation Instructions j Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to I the Florida Building Code including the High j 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. 6'-1" x 8'-0" max nominal size. Max DP = +60.0 / -55.0. When large missile impact resistance is required, i hurricane protective system is required. See { installation drawing DWG-MA-FLO137-05 for additional information. j 5114.7 Stile and Rail Wood 6-8" Glazed I/S Door w/ or w/o Sidelites and w/ or Side -Hinged Door Units w/o Transom Limits of Use (See Other) i 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, ,londa Building Code Online _Ir S littp: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQ does not exceed the design pressures listed. 5'-0" x 8'-0" Glazed I/S Double Door 6'-8" max nominal size. Max DP = +60.0 / -65.0. When large missile impact resistance is required, Certification Agency Certificate j !, hurricane protective system is required. See Installation Instructions installation drawing DWG-MA-FLO138-OS for Verified By: additional information, 5114.8 Stile Rai 6'- lazedO/S Door w/ or w/o Sidelites and w/ or Side -and Door Units Transom Limits of Use (See Other) Certification Agency Certificate j Approved for use in HVHZ: Installation Instructions I Approved for use outside HVHZ: Verified By: Impact Resistant: Design Pressure: +/- Other: Evaluated for use in locations adhering to I the Florida Building Code including the High j 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. 5'-0" x j 6'-8" max nominal size. Max DP = +65.0 / -60.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO138-05 for additional information. 5114.9 Stile and Rail Wood 8'-0" Glazed I/S Double Door Side -Hinged Door Units Limits of Use (See Other) Certification Agency Certificate j !, 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. 6-0" x 8'-0" max nominal size. Max DP = +45.0 / -50.0, When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO139-05 for additional information. 5114,10 Stile and Rail Wood 8'-0" Glazed O S Double Door Side -Hinged Door Units Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: 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. 6-0" x 8'-0" max nominal size, Max DP = +60.0 / -50.0. When large missile impact resistance is required, hurricane protective system is required. See installation drawing DWG-MA-FLO139-05 for additional information. Certification Agency Certificate Installation Instructions Verified By: FBack INextl SIDE -HINGED STILE & RAIL WOOD DOOR UNIT 6'-8" SINGLE GLAZED DOOR WITH OR WITHOUT SIDELITES GENERAL NOTES 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED, 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. 64- I/2' .VAX OVERALL £BANE WIDTH OPTIONAL ATTACHED TRANSOM TABLE OF CONTENTS SHEET # DESCRIPTION 1 ttP1CAt ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 IANCF40RING LOCATIONS & DETAILS CNECAMW NIOOL*Wl Fes- 6I4-1/2° MAX, DYERALL FRAME WIVIN PANEL WIDTH I PANEL DTH DLO 36' MAX. 6 75DW DTH w MAX. DLO n 21.75" — x� b X 64.75" Sala E_j i SINGLE UNIT W/ SIDELI7E5 BY: N.T. OF V d w SEE DETAIL l T� n 3 ,MORE EQUALLY SPACED #8 x 2-1/2" #10 x 2" #10 x 3/4" #8 x 2-1/2" • #10 x 314- # 10 /4'#10 x 3/4" #10 x 2" DETAIL "C" DETAIL "D" U a SEE DETAIL V) a w t DOW 995 DOW 995 OR EQUAL / OR �i�UAL I' X toga. ,i'/ t' x toga. PIN MNL PIN NAIL TYPICAL GLAZING DEi'AIL 0.962 1.250" .1 T T INSWING THRESHOLD OUTSWING THRESHOLD EE DETAIL 1i ttaWA# Cmbbik. NtDa no 7127105 N.T.S. BY: NG NO.� -MA—FL0738-05 2 OF 3 0 w M SEE DETAIL ATTACHMENT DEMI 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 1.50" LOCATION. MIN 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 - .25" HIM TYPICAL ANCHOR INSTALLATION a Ct N O LtiZ <t >L LLj LLI ao o n cn Q z o � � oAj 3° HARDWARE SCHEDULE 1. KWIKSET OR SCHLEGE ANSI/SHMA GRADE 3 OR BETTER CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. AAuubNN;B � ons 7/27/0; f164Ha. NTaoc.l*!(. scuE: N.T.S. 1D8flBYiB91 9 M. BY: Syn CHK. BY: OF