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Home My WebLink About706 E 14 St (2)cc, I • Iml BUILDING OF SANFORD PREVENTION APPLICATION Application No: ! ,I-- G 5 Documented Construction Value: $ OrD Job Address: X70 r y -R-+ �� Historic District: Yes ❑ No ❑ Parcel ID: 31-19-3 fn/-_5__4�T••^ 08-14AW-ZN30 Zoning: S F%Z. Description of Work: K PJJ LE . U 1 Ce_ (.;IkE Fut QkZ Plan Review Contact Person: TAO buANct-X Title: 'T'vLes Phone: y0717- I 0 3D0 Fax: E-mail: -56ugy�ft,cX 4 v"I ,Crkt^_ Property Owner Information Name 0�7A&ent morel o0Aeorw Street: %0G 614T"4 S I City, State Zip: 5p+)l-OX6 r L 3 2261 Phone: 14D2 3 Z 3 26 Z3 Resident of property?: Contractor Information Name COk Caz1l4T-saj n, X;L/G Phone: 40Z 941-03W Street: 197-14 flosx as lakes h 9 - City, State Zip: LO.! \ Pm(_ L Fax: State License No.: COX, I LS/ (3; Z Architect/Engineer Infonrnation Name: Street: City, St, Zip: Bonding Company: PlAr Address: Building Permit Square Footage: No. of Dwelling Units: Electrical D New Service — No. of AMPS: Phone: Fax: E-mail: Mortgage Lender: ` Address: PERMIT INFORMATION Construction Type: A No. of Stories: 51 bkro Flood Zone: Plumbing O New Construction - No. of Fixtures: Mechanical 0 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: 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. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. if the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Nta^^ tum=:= to—IH( Signature of Contractor/Agent Date Name Signawre of Notary -'g Date zit : qOp Contractorm-N is 4 Known t Me or Produced [D'-, '•.; �rR`1D� �L 1'';".PUBUC, •r::u1�1�: APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: Rev 11.08 FIRE: BUILDING: 14 Seminole County Property Appraiser Get Information by Parcel Number , ..tRQ1'-L. 93F.IAIL W►vm JowwsoN. GFA. ASA PROPERTY APPRAISER 1101 C, r aT s7 ewnvawa. v1.32"1.14W 407-a! !771000 s e a � pAa ti a e� • Jai o • u a 0• a 1, "FOOT .. *j a "'2 1'3 M '6A as GENERAL Parcel Id: 31-19.31-5084A00-0060 Owner. MONTGOMERY ELIZABETH Mailing Address: 706 E 14TH ST City,StateXpCode: SANFORD FL 32771 Property Address: 70614TH ST E SANFORD 32771 Subdivision Name: SAN LANTA 2ND SEC Tax Dlshlct: SI-SANFORD Exemptions: 00 -HOMESTEAD (2000) Dor 01 -SINGLE FAMILY A Page I of 2 VALUE SUMMARY VALUES 2011 Workin 2010 Ceriifled Value Method Cost/Market Cosi/Market Number of Buildings 1 1 Depreciated Bldg Valuel $26,0451 $30,956 Depreciated EXFT Value SO $0 Land Value (Market) 1 $28.5601 $32,130 Land Value Aa $0 $0 $0 Save Our Homes Adjj $4,590 $13,810 Amendment 1 AdJ I So $0 Assessed Value (SON) $50,0151 $49,276 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value I Exempt Values Taxable Value Countv General Fund 1 $50.0151 S25.0151 $25.000 1 (Amendment f adJustment Is not applicable to school assessrrre" Schools l $50,0151 $25,0001 $25,0151 Sanford SJVVM(Ssint Johns Water The taxable values and taxes are calculated using the current years wor SALES Deed Date Book Page Amount Vacllmp Qualified WARRANTY DEED 04/1998 03641 L $55,000 Improved No SPECIAL WARRANTY DEED 03/1999 03624 L $34,000 Improved No SPECIAL WARRANTY DEED 12/1998 01565 0686 $100 Improved No CERTIFICATE OF TITLE 12/1998 03558 1790 $100 Improved No WARRANTY DEED 02/1998 03035 L58g $45,000 Improved Yes SPECIAL WARRANTY DEED 12/1993 02721 1462 $100 Improved No CERTIFICATE OF TITLE 04/1993 02573 0839 $24,500 Improved No WARRANTY DEED 01/1976 01095 0001 $15,000 Improved Yes and the rates. 2010 VALUE SUMMARY Tax Amount (without SON): $599 2010 Tax Bill Amount: $488 Save Our Homes (SOH) Savings: $111 2010 Certified Taxable Value and Taxes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... FRONT FOOT 8 DEPTH 140 148 .000 200.00 $28,560 LEG LOTS 8 + 7 BLK 4A + E 1/2 OF ALLEY ADJ ON W 2ND SEC SAN LANTA PS 4 PG 38 ,uilding ketch Inder construction BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Old Value Eft Cont New 1 SINGLE FAMILY 1951 3 648 1,031 1,016 CONC BLOCK $26,045 $45,295 http://www.scpafl.orglweb/re web.seminole county_title?PARCEL=3119315084A00006... 10/9/2011 .. k- ,-1%&JI .,,,r, wuc umne OFFICE, BGS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Public ''h r Product Approval >! USER: Public User Page l of 4 PERMIT # Product Approval Menu > Product or Application Search > Application List > Application Detail ` FL # Application Type Code Version Application Status • - Comments • Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) i FL6142-R1 I Revision 2007 Approved i Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440)969-9773 Ext 16 i ronoconnell@plastproinc.com Ron O'Connell ' ronoconnell@plastproinc.com ; t I I Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE -43409 National Accreditation and Management Institute 12/31/2012 Ryan J. King, P.E. , Validation Checklist - Hardcipy Received FL6142 R1 COI CERT OF INDEPENDENCE.Ddf Standard Year 101/I.S.2 ! 1997 TAS 202 1994 .tti)://www.floridabuildin-.orp/vr/vr aw dtl.asux?varam=wGEVXOwtDvsGO8M2dU%2fi7aRsb2uKAv9aV... 2/2/2010 r 4-11 owe. On JK CrK an LFS MASONF 8 or 1 ro OPENINI +I 1 - FRAI -_ 2X B .L Y +` HINGE JAMS NOTES: C 9 FRAME ANCH0?JNG Masora Tx bock consmx lbn -• s 4-11 owe. On JK CrK an LFS II II 8 or 1 ro SEE OEIAIL -_ ----Ij ---r - Y +` II ' 1 YP. HEAD b F' JAMBS I K II ;� IC II $� ASIRAGAL SHOWN FOR I I - ICK• - REFERENCE ONLY I I F SEE NOTE 2 I I 1 I I SEE NOTE 2 SEE OC1AR - I FRAME ANCH0?JNG Masora Tx bock consmx lbn -• s ASTRAGAL STRIKE JAMS 1, 1/4" Elco concrete screws anchoring 7x buck require a minimum I"cleoronce to mosonryedges. a 1-1/4" minimum embedment and a mfnlmum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Concrete screw locations of the corners.at mullion locations and at astrcgol location may be adjusted to maintain the minimum edge distance to mortarjolnls. It concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain she minimum edge distance to mortar Joints. additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" IrW concrete screws anchoring fronie and/or sNraquke o minimum 2-1/7' clearance to masonry edges. o 1.1/4" minimum embedment and o rninimum 3" clearance to udjacenl concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Concrete screw locations of the comers.of mullion locations and of astragal location may be ndjusted to maintain the minimurn edge distance to mortar joints. If concrete screw locations noted as MAX. ON CENTER" musl be adjusted to maintain the minimum edge distance to mortar joints. additional concrole screws may be required to ensure the moximurn on center dimension is not exceeded. 3. 3/16" Irw concrete screws anchoring borne and/or sill require a minimum 2.5/8" cleoronce to masonry edges. a 1.1/4"minimum embedment and a minimum 2-1/4"cleoronce to adjacent concrele screws unless otherwise noted by concrete screw monufacsurer. LATCH t DEADSoIT DETAIL l 3 ` oEratL 2 F SEE NOTE 2 SEE NO IE 3� 3 DETAIL 1 Irnwing conn jvouon SEE NOTE ►� J =-• tt � � �a HINGE DETAIL w R A W� ( )SF.F: NOTE 2 DETAIL 1 OUlfwingCOrdumalion 194W sme N.T.S. owe. On JK CrK an LFS aarmo NO -- O -- FL -6142, 10 FL -6142.10 8 or 1 ro ASTRAGAL STRIKE JAMS 1, 1/4" Elco concrete screws anchoring 7x buck require a minimum I"cleoronce to mosonryedges. a 1-1/4" minimum embedment and a mfnlmum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Concrete screw locations of the corners.at mullion locations and at astrcgol location may be adjusted to maintain the minimum edge distance to mortarjolnls. It concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain she minimum edge distance to mortar Joints. additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" IrW concrete screws anchoring fronie and/or sNraquke o minimum 2-1/7' clearance to masonry edges. o 1.1/4" minimum embedment and o rninimum 3" clearance to udjacenl concrete screws. Substitution of equal concrete screws from a different supplier may hove different edge distance and center distance requirements. Concrete screw locations of the comers.of mullion locations and of astragal location may be ndjusted to maintain the minimurn edge distance to mortar joints. If concrete screw locations noted as MAX. ON CENTER" musl be adjusted to maintain the minimum edge distance to mortar joints. additional concrole screws may be required to ensure the moximurn on center dimension is not exceeded. 3. 3/16" Irw concrete screws anchoring borne and/or sill require a minimum 2.5/8" cleoronce to masonry edges. a 1.1/4"minimum embedment and a minimum 2-1/4"cleoronce to adjacent concrele screws unless otherwise noted by concrete screw monufacsurer. LATCH t DEADSoIT DETAIL l 3 ` oEratL 2 F SEE NOTE 2 SEE NO IE 3� 3 DETAIL 1 Irnwing conn jvouon SEE NOTE ►� J =-• tt � � �a HINGE DETAIL w R A W� ( )SF.F: NOTE 2 DETAIL 1 OUlfwingCOrdumalion 194W sme N.T.S. owe. On JK CrK an LFS aarmo NO -- O -- FL -6142, 10 FL -6142.10 8 or 1 �o o �. Cr'eq�-�,n�.�� 1900 14,,v n jAci- - O c— c'o tom. PAClk, F( - 3a? V TO: 06 t f� G L CONTRACTORS INVOICE WORK PERFORMED AT: All Material is guaranteed to be as specified, and the above work was performed in accordance with the drawings and specifications provided for the above work and was completed in a substantial workmanlike manner for the agreed sum of Dollars ($ ). This is a 0 Partial 0 Full invoice due and payable by: Month Day Year In accordance with our 0 Agreement 0 Proposal No. Dated Month Day Year NC3822 CONTRACTORS INVOICE YOUR WORK ORDER NO. OUR BID NO. DESCRIPTION OF WORK PERFORMED LAW /i :��'/�,119 4 7 All Material is guaranteed to be as specified, and the above work was performed in accordance with the drawings and specifications provided for the above work and was completed in a substantial workmanlike manner for the agreed sum of Dollars ($ ). This is a 0 Partial 0 Full invoice due and payable by: Month Day Year In accordance with our 0 Agreement 0 Proposal No. Dated Month Day Year NC3822 CONTRACTORS INVOICE :el: 31-19-31-508-4A00-0060 1! `0 \` Building #: 1 of 1 Page #1 of 1 r\,A j OFFICE We Description IF ENCLOSED PORCH FINISHED )F OPEN PORCH FINISHED 6 BASE AREA Sq. Ft. Cap Year 368 15 648 1951 PERMIT# 1s-6j-- o� �Ji�sl S; bt