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HomeMy WebLinkAbout112 Wilton CirPermit #. "' Job Address: 2 W (/1.7 U r I alf C/ Description of Work:6C__ - Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION RECEIVED Date: eo 4 a3 1 U n n n 2007 3=277 d� 01LySTImG L7 Total Sgruare'�Fllootag Value of Work: $ / `T 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: Residential Commercial Industrial Construction Type: /} j# of Stories: �% # of (Dwelling�Unnit(s: Flood Zone: (FEMA form required) Owners Name &Address: .Q�,�i V T\ (f)/Y!(�(�il� ( 0 - 11 .Qae,, & Address: Phone & Fax: L Lt7 L Q I Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 77'/ U Phode 401 _:3 ly._ _ 1 3 State License Number: Contact Person: Phone: q 01- (9 6 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 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: l certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constriction 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 permitiveri c t n that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 6-7 Signature of Owner/Agent Date ignatu �C,�to,/Agt Date Print O er/Agent's Name e o y lori Date Owger/Agent is _ Pe sonaly Known to Me or _ Produced ID Y-,!; -7'7—Z0Cl �d APPROVALS: ZONIN� b 0 7UTIL: FD: Special Conditions: Rev 03/2006 Pn ontractor/A ent's Na 5"'. Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or _ Produced ID ENG: BLDG: `AIL R Davia JOHNPq!$kCFA; ASA PROPERTY APPRAISER SEMTNT COUNGY.F - if01 E:Fl�stSz 9AltFOR04 _FL 327'71-14.65 407 - 666`'7508 yrP 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 02-20-30-506-0000-0070 Number of Buildings: 1 Owner: KONAREK EDNA V & STEFAN J V Depreciated Bldg Value: $142,037 Mailing Address: 112 WILTON CIR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $29,000 Property Address: 112 WILTON CIR SANFORD 32771 Land Value Ag: $0 Subdivision Name: PLACID LAKE TOWNHOMES Just/Market Value: $171,037 Tax District: S1-SANFORD Assessed Value (SOH): $164,092 Exemptions: 00-HOMESTEAD (2006) Exempt Value: $25,000 Dor: 0103-TOWNHOME Taxable Value: $139,092 Tax Estimator 2006 VALUE SUMMARY SALES Deed Date Book Page Amount Vac/Imp Qualified Tax Amount(without SOH): $2,659mount: WARRANTY DEED 11/2005 06049 0817 $203,000 Improved Yes 2006 Tax Bill Bill A A $2,659 WARRANTY DEED 10/2003 05098 0160 $122,000 Improved Yes Save Our (SOH) Savings: $0 WARRANTY DEED 07/2003 04960 0323 $248,800 Vacant No 2006 Taxable Value: $135,090 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 LOT 0 0 LOT 7 PLACID LAKE TOWNHOMES PB 61 1.000 29,000.00 $29,000 PGS 70 -75 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF Ext Wall Bid Value SF New 1 SINGLE 2003 8 6721,544 1,420 CB/STUCCO $142,037 $144,936 FAMILY FINISH Appendage / Sqft OPEN PORCH FINISHED/ 12 Appendage / Sgft OPEN PORCH FINISHED / 84 Appendage / Sgft UTILITY FINISHED / 28 Appendage / Sqft UPPER STORY FINISHED / 748 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed Permits 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 property your next ear's property tax will be based on Just/Market value. .I hereby name and appoint�of 2302 Mercator Dr.,Unit 101, Orlando,FL 32807, to by my lawful attorney-in-fact to act for me and apply to the Yl�'CjrG� Building Department for a Q permit for work to be performed at a location (Ty e described as: Section: O2_ , Township .Zd Range 60 Lot S QLD , Block OOO(—') Subdivision OQ'70 , 1 I z \A]I�o n C_ (address of Job) Cc' 1 (owner of property and address) and to sign my name and do all things necessary to this appointment. C AXTER WOOD CBC1250625 2302 Mercator Drive, Suite 101 Orlando, FL 32807 STATE OF —) 6 n1A � &t COUNTY OF N -Q Y y;;� SWORN TO AND SUBSCRIBED BEFORE ME THIS )c' DAY OF 200'4 WHO IS PERSONALLY OWN TO ME OR WHO HAS PRODUCED (type of ID) as identification. MY COMMISSION EXPIRES NOTARY PUBLIC STATE OF FLORIDA �����-�� Q"a�•P`�, Donna P. Reed Commission # DD568487 PRINT NAME OF NOTARYr • ' IN � o Expires July 16, 2010 � i DOW Troy Poin • Inauronce, Inc. 800.385.7019 Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy EXISTING COVERED CONC 10' 2" PLAN s, C 0 ED CITY 2,L 1x3 OFFICE C 3 N N r ------- 1x3WHITE 77 SCREEN ROOM UNDER 1 H/14 ADD BRONZE TINT VINYL I ::::: WINDBREAKS CHAR AIL a: PERMIT #W if DKE: Mr & Mrs Stefan J Vega Konarek " 112 Wilton Circle Placid Lake Townhomes :. 2x3 Sanford FI 32771 I 16" EMB K-PLATE ----------------- 1x3 3' 0" FSECTION 4 TYP. UPRIGHT (DETERMINE HEIGHT. PER SECTION 3 . TABLES) #10 x 1-1/2" SCREWS (3) MIN. PER UPRIGHT TOP & BOTTOM (2)1/4" MASONRY ANCHORS (PER SECTION 9) INTO CONCRETE ALUMINi STRUCTURES'WITH"WOOD FRAME WALLS & ALUMINUIWIR",' F SYSTEMS NDER'WOOD FRAM�`I SCALE: 3" 9'-0" EXISTING WOOD BEAM OR HEADER 1/4" x 2" LAG BOLT (2) PER POST 1"x 2" TOP AND BOTTOM PLATE SCREW 2'-0" O.C. EXISTING FOOTING LING) WALL P'l EVIEW D Lawrence E. Bennett, P.E. FL # 16644D I I `F' b -AN CIVIL ENGINEER - DEVELOPMENT CONSULTANT Cjw P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767.8558 PAGE © COPYRIGHT 2884 4-28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 8 3A.1.2) / 'LW FOR / MAX. / H. UPRIGHT. / HEIGHT (h) 1" x 2" �- MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37,38,39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING " (HEIGHT OF UPRIGHT IS MEASURED -FROM TOP OF 1" x 2" PLATE TO BOTTOM :OF WALL BEAM) SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) 1k VARIES 'LW' LOAD WIDTH FOR ROOF BEAM �'P/2' 'P/2' VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) LU C7 � Z� ~ U U) D U) P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: + 'P' VARIES 1. ANCHOR 1"x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2"TO WOOD WALL W/ #10 x 2=1/2" S.M.S. W/. WASHERS OR #10 x 2-1/2";WASHER HEADED SCREW; 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2):# .8 SCREWSW/ WASHERS @EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING.LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM, FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 140 150 #8 #10 #12 #1`2 TYPICAL SCREEN ROOM SCALE: 3/16"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 PLANS HO'EVIEWED CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX TELEPHONE: SOUTH 6) 7974 A, FL 32121 CITI TELEPHONE: (386)787774 FAX: (386) 767556 PAGE © COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair -Rail Spans or Header Spans for,Screen, Acrylic or.V.inyl Rooms Aluminum AIIoy..6063 T-6 Notes: 1. Above spans do not include length of knee brace. Add horizontal distance. from upright to center of brace to.beam connection to the above spans for total beam. spans 2. Spans maybe interpolated. ® MR a® MW 0 8 C V F ICA Raw Lawrence E. Bennett, P.E FL # 16644 I CIVIL ENGINEER -;DEVELOPMENT CONSULTANT NK P.O. BOX 214388,_ SOUTH. DAYTONA,.FL 32121 TELEPHONE:(388) 7674774 FAX.(386)767.8656 PAGE q © COPYRIGHT 2884 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. Florida Department of Community Affairs Building Code Approvals Application #: Date Submitted: Product Manufacturer: Category: Subcategory: Evaluation Method: Referenced Standards from the Florida Building Code: Certification Agency: Date Validated: Performance level of the product and conditions or limitations of use: Application Status: FL1575 01/26/2004 Custom Window Systems, Inc. Windows Wind Breaker Certification Mark or Listing Section Standard Year ASTM E 330-02 2002 Keystone Certifications, Inc. 01/26/2004 </= 75mph winds (windbreaker); Product is labeled requirement for removal when winds exceed 75mph: Window vents shall be removed when winds exceed 75mph as per FL Building Code. Approved 1575.1 [Acrylic Horizontal Slider 110x96 _ _ _ 1575.2 Vinyl ;4T Vertical Pin 48x72 _ ___Vinyl 1575.5 _._.e__.__rtical._._Sp_.._._nng _._.__ __2._.- V 4T 4 _8x7 1575.6 Ninyl 2T Vertical Spring 4802 1575.4 Vinyl 2T Vertical Pin 4802 1575.3 IVinyl 2T Horizontal Slider 7202 SCREEN ENCLOSL MEMBER BY OTHE WINDOW FRAME F VINDOW FRAME SILL SCREEN ENCLOSURE MEMBER BY OTHERS AULK BETWEEN INDOV FLANGE 6 :PEEN ENCLOSURE 8 INSTALLATION PLANS CREW ANCHOR -3/16' MAX. SPACE CITY OF SANFnDn WINDOW HEIGHT SECTION A—A — 3/16' MAX. SPACE INSTALLATION EV ANCHOR ILK BETWEEN IDOW FLANGE l SCREEN ENCLOSURE RB INSTALLATION SCREW ANCHOR WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE L SCR CEN ENCLOSURE SCREEN L MEMBER BY OTHERS [:LAIN WIDTH A EXTERIOR ELEVATION GJF1d�1`d�11�Tb6�tL4 2C II.e 1 o8EmA, if .0.,L Co M1'll\ Va'aC�R NR _ Cis 4a°^^— �vy�ow� CUST[JM WINDOW SYSTEMS INC. MASTER FlUE+ OCALA, FLORIDA YULE, 2 TRACK HDRIZONAL VINYL SLIDER I- .S.11„ — INSTALLATION DETAIL [NGINCCR�MANUCL MARTINEZ$B D"1E' 4/01/02 DISCIPLINE- CIVIL N.T.S. °'�' "Q CWSOln O�/j'CF[, fL. RCG N0. 47102 1 REV. LETTCR� 1of I r•. ... .as -u.. OV HT EXTEBIQR �F— WINDOW WIDTH 3/16' MAX. SPACE SECTION B—B I) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 2) INSTALLATION ANCHORS, RB SCREWS, MUST BE SPACED E' I!AX FROM CORNERS AND SPACED 24. O.C. MAX. 3) CAULK BEHIND WINDOV FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMENDATIONS. 4) WINDOW VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER BUILDING CODE. 1 B B WIN. HCI, A EXTERIOR ELEVATION GJF1d�1`d�11�Tb6�tL4 2C II.e 1 o8EmA, if .0.,L Co M1'll\ Va'aC�R NR _ Cis 4a°^^— �vy�ow� CUST[JM WINDOW SYSTEMS INC. MASTER FlUE+ OCALA, FLORIDA YULE, 2 TRACK HDRIZONAL VINYL SLIDER I- .S.11„ — INSTALLATION DETAIL [NGINCCR�MANUCL MARTINEZ$B D"1E' 4/01/02 DISCIPLINE- CIVIL N.T.S. °'�' "Q CWSOln O�/j'CF[, fL. RCG N0. 47102 1 REV. LETTCR� 1of I r•. ... .as -u.. OV HT EXTEBIQR �F— WINDOW WIDTH 3/16' MAX. SPACE SECTION B—B I) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 2) INSTALLATION ANCHORS, RB SCREWS, MUST BE SPACED E' I!AX FROM CORNERS AND SPACED 24. O.C. MAX. 3) CAULK BEHIND WINDOV FLANGE WITH LATEX CAULK. APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMENDATIONS. 4) WINDOW VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER BUILDING CODE. 01, 2007 LAW E E. BENNETT, P.E. P.O. BDX 214368 SOUTH AYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Ma ter File Engineering IIALITMINUM STRUC'T'URES DESIGN MANUAL" 2004 edition & 2006 edition Dear B ilding Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM DESIGN AL" during the yea2 OwhenSyTye Publish and distrib to the 2006 ed of the they wi 1 be authorized to use " hat lmi UM STRUCTURES CrTRES Dema remainder MANUAL 2007. 7ur autorization is based on a January to January basis re Df the dition of the manual. This authorization also applies to less :ontrac or master file drawings, ONE PERMIT ONLY' drawings or an 'site s ecific" drawings that I may furnish the contractor, y ►11 Bra ches rhite Aluminum 101 E Nain St eesbur , FL 34748 hey are hereby. added- ,'t?67my, 2007 MASTERFILE LIST hould y u ;ayaiir �-; �•.� -+:.. - please contact me at �nvenie ..,fie: _,; .� your lncerel, r .wrence N *B nett, •, 1;6'644 it-:..• .^,/s�..+..yf.. •_'?'(l�erti.�+`.. 370 Waymot4 Court • Lake Mary, FL 32746 • Voice 407.688.7631 • Fax 407.688.7691 Lot 7, P CID LAKE TOWNHOMES, according to the plat thereof, as recur d in Plat Book 61, Page(s) 70 through 75, of the Public Records o Seminole County, FL. C'ommuni number: 120294 Panel: 0045 ,,s✓i Suffer: E .LR.M. Date: 4/17/1995 Flood Zone: X All property comers: F7R 5/8" Date offs d work: 11/1/2005 Completion Date: 11/2/2005 ,a N.T.S. Certified t : TEL. Edna Vega Common Konarek; Stefan Vega Konarek; The Closing Agent /l, Inc.; alth Land Title Insurance Company; Space Coast Credit Official Records Found Nail Union, its' successors and/or assigns. O.R.B, Official Records Book TRACT B" N 80'30'15" W 16.67' P. 16.67' M. All property comers: F7R 5/8" W.M Water Meter N.T.S. Not to Scale — Wire Fence TEL. Telephone Facilities O.R. Official Records Found Nail ® Covered Area O.R.B, Official Records Book Property Come B.R. Bearing Reference P.C.P. Permanent Control Point Record F17' Chord P.R.M. TRACT B" Field Measured a °a w Radial PG. Q) Clear N.R. .J PVMT Pavement I Encroachment A/C Air Conditioner P. B. Plat Book Centerline B.M. Bench Mark 01 � Concrete O Calculated P.O.C. Point of Commencement Property Line tj c.�t>,t�. .fir-����r1 t-'��yC� �1•-1�T~sG. 'La '� �.`'.t� '..� l'1 �..ix�{. Cr �t �•%d 41 L �A�i N.t �f�L V `� r. k-f,e <-- ��• S' 78'19'18" E 13.92' P. �J 2.91 S 80'30' 15" E 16.67' P. 13.92' M. 16.66' M. TRACT A" SCALE.- 1 "-30' wig TON CIRCLE R/W VARIES pLANS R CITY OF SANFORD"t-41A ddress: 112 Wilton Circle Sanford, FL 32771 ;END — Wood Fence W.M Water Meter N.T.S. Not to Scale — Wire Fence TEL. Telephone Facilities O.R. Official Records Found Nail ® Covered Area O.R.B, Official Records Book Property Come B.R. Bearing Reference P.C.P. Permanent Control Point Record CH Chord P.R.M. Permanent Reference Monument Field Measured RAD Radial PG. Page Clear N.R. Non Radial PVMT Pavement I Encroachment A/C Air Conditioner P. B. Plat Book Centerline B.M. Bench Mark P.O.B. Point of Beginning Concrete C. Calculated P.O.C. Point of Commencement Property Line 7777 Block Wall P.O.L. Point on Line Concrete Mont rient O Central Angle/Delta P. C. Point of Curvature Found Iron Rod D.B. Deed Book PR.C. Point of Reverse Curvature Found Iron Pipe D. Description or Deed P. T. Point of Tangency Right of Way DA. Drill Hole R. Radius (Radial) Nail & Disk DIW Driveway R.O.E. Roof Overhang Easement Drainage Easen, ?nt ESMT Easement S.I.R. Set Iron Rod & Cap Utility Easemen EL Elevation SMV Sidewalk Found F.F. Finished Floor T.O.B. Top of Bank Plat FC.M. Found Concrete Monument TYR Typical 1. Overhead Utiliti FP.K. Found Parker -Katon Nail W.C. Witness Corner Power Pole L Length 10.05 Existing Elevation Transformer 1..A.E, Limited Access Easement E.O.W. Edoe of Water Survey number: SL 63229 GENERAL NOTES 1. Legal description provided by others. 2. The lands shown hereon were not abstracted for easements or other recorded encumbrances not shown on the plat. 3. Underground portions of footings, foundations or other improvements were not located. 4. Wall ties are to the face of the wall. 5. Only visible encroachments located. & No identification found on property corners unless noted. 7. Dimensions shown are plat and measured unlessotherwisegated; 8. Elevations if shown are based upon N.G.V.D. 1929 unless therwise noted. 9. Adjoining lots are within the same block, unles he net 10. This is an AS -BUILT SURVEY unless otherwise i1e d: 1 t. Not valid unless sealed with the signing surve is mb ssed e . 12. Flood zone determinations are provided as a. c u t on y, a d are derived from the best sources available to the surveyor. This inf tie shoo o be reliupon for flood insurance purposes, and may differ from infor ati in 'd y rs. 13. L.B. 7132 14. Septic tank and/or drainfield locations are appro i to nd U rif d by appropriate utility location companies. I hereby Certify that this su is a and rep re tion of a swvep r Prepared under my d—W