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HomeMy WebLinkAbout354 Misty Grove LnCITY OF SANFORD MIAR Z 6 2018 BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: G Documented Construction Value: $ 776.00 Job Address: 354 MISTY GROVE LN SANFORD, FL 32771 Historic District: Yes ❑ No ❑ Parcel ID: 27-19-30-506-0000-2640 Residential Q Commercial ❑ Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: SCREEN INSERT AT REAR LANAI Plan Review Contact Person: Emily Silva Title: Screen Manager Phone: 407-363-9800 Fax: 407-985-2815 Email: emily.silvertrend(EDgmail.com Property Owner Information Name Taylor Morrison of FL Inc Phone: Street: 151 Southall Ln Ste 200 Resident of property? : No City, State Zip: Maitland FL 32751 Contractor Information Name Silver Trend, Inc. / Jose Julio Da Silva Phone: 407-363-9800 X 1 Street: 1710 Premier Row, Fax: 407-985-2815 City, State Zip: Orlando, FL 32809 State License No.: SCC131149963 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: 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. 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. (� d' FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. 3/00 / re of /Agent Date Jose Julio Da Silva Print Owner/Agent's Name U3/z0/I� fgn re o actor/Agent Date Jose Julio Da Silva Print Contractor/Agent's Name 3 S/zoj i� 70N Si atyt a of tit ti A :.p n MARYSSOI. FAQUINI L MY COMMISS=_ MY COMMISSION # FF 907001 *: =EXPIRES: • as EXPIRES: August 5, 2019 :,;._,;BondedThNNatdF; ,,. Bonded Thru Notary Public Undenvnters Owner/Agent is Personally Known to Me or Contractor/Agent is V Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing[] Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: SF S•Ll-i$, COMMENTS: OK !o Consfrmcf �5c rr ep I n Sari q K cx i S *i.21 LgnA, a S 0A Revised: June 30, 2015 Permit Application 3/14/2018 SCPA Parcel View: 27-19-30-506-0000-2640 oerto bt�aon,cFa Property Record Card PR� Parcel: 27-19-30-506-0000-2640 scneeoo�icau rv,Fvow Property Address: 354 MISTY GROVE LN SANFORD, FL 32771 Parcel Information Value Summary i Parcel 27-19-30-506-0000-2640 Owner Property Address TAYLOR MORRISON OF FL INC 354 MISTY GROVE LN SANFORD, FL 32771 Mailing ----- ---- Subdivision Name 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 ---------------- - ---- — THORNBROOKE PHASE 5 Tax District S1-SANFORD DOR Use Code - - Exemptions 00-VACANT RESIDENTIAL -- --- ------- - - - - --- --- - - — + P2 122 ( 22 122 r2.33 MMIMMM ,• Legal Description LOT 264 THORNBROOKE PHASE 5 PB 81 PGS 68 & 69 Taxes i M WIM, W l N N N Seminole County GIS Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) $34,000 $18,300 Land Value Ag Just/Market Value "` $34,000 $18,300 1 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $9,667 P&G Adj $0 $0 Assessed Value $34,000 $8,633 Tax Amount without SOH: $227.00 2017 Tax Bill Amount $227.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $34,000 $0 $34,000 Schools $34,000 $0 1 $34,000 City Sanford $34,000 $0 $34,000 SJWM(Saint Johns Water Management) $34,000 $0 $34,000 County Bonds $34,000 $0 $34,000 Sales Description Date I Book I Page Amount _Qualified I Vac/Imp No Sales i Fiend CcrcL4a 5�It5 I Land Method Frontage Depth Units I Units Price Value - I -- - - - LOT 1 $34,000.00 $34,000� Building Information Permits Permit # Description Agency s Amount CO Date Permit Date —� http://parceldetaii.scpafl.org/ParcelDetail info.aspx?PI D=27193050600002640 1 /2 r RECORD COPY IV z OMrO �m0.. m z OOD --1 ;0 ;0 z0)D �§D m �2m p•. D � m m D 1x2 N N' Z 2x3 UPRIGHT O z cn o DOOR TBD N N 4 N N 2x3 UPRIGHT XX X N N 1x2 4 D 8'-4" REVIEWED POR CODE COMPLIANCE PLANS EXAMINER DATE DING sAN�oR� SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE OROS AUTHORITY TO VIOLATE, CANCEL, ALTER SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL a CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT _ 1 THE. BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 4' D D 1x2 D 4 .. X X X O N N N W O 2x3 UPRIGHT 00 o O N X N n 8 -4 r T Contractor Name and Address Project Name and Address Subdivision MON CD Thombrooke These plans are in compliance with the 6th edition, TAYLOR MORRISON Date 2017 Florida Building Code, and the Aluminum LOT 000264 Association of Florida Standards 1710 Premier Row, Orlando, FL 32809 354 Misty Grove Ln. 3/20/2018 Scale Office: (407) 363-9800 Fax: (407) 985-2815 Sanford, FL 1l0. Email: SilverTrend@cfl.rr.com 32771 UNLESSSS NOTED O DESCRIPTION AS FURNISHED: Lots 264, 265, 266, 267, 268, 269 c -,v._ and 270, THORNBROOKE PHASE 5, as recorded in 4 Z Plot Book 81, Pages 68 through 69 of the Public = Records of Seminole County, Florida. = s PLOT PLAN FOR / CERTIFIED TO: Taylor Morrison of Florida, a Inc. a VP r •-s " �pp I i U �W Oa *PLOT PLAN ONLY* ^ ti (NOT A SURVEY) � 'ROPOSED INFORMATION SHOWN BASED ON ki kr SUPPLIED PLAN AND/OR INSTRUCTIONS PER o O CLIENT(NOT FIELD VERIFIED) O O LOT 264 OR 270 *NOTE: PAVER ITEMS ARE NOT NCLUDED IN IMPERVIOUS AREA ON LOT AREA CALCULATIONS: LOT 2,121 SOFT. LIVING = 770 SQ.FT GARAGE = 458 SO.FT. *PAVER ENTRY = 9 SQ.FT. LANAI = 93 SQ.FT. BREEZEWAY = N/A SQ.FT. *PAVER DRIVEWAY= 400 SQ.FT A/C PAD = 9 SO.FT. *PAVER WALKWAY = 6 SO.FT. IMPERVIOUS= 62.7 % = 1,330 SQ.FT. SOD = 376 SQ.FT. OFF' LOT AREA CALCULATIONS: R/W = 179 SOFT. APRON = 51 SQ.FT. SIDEWALK = 112 SQ.FT. SOD = 16 SO.FT. A AREA = 2,300 SQ.FT DRNEW ON- LINE TRACT C (LANDSCAPE/OPEN SPACE/SIGNAGE/WALL/FENCE/UTILrF]ES) N 89D57'49" E 99 _Q_R' i9 nn' 99 fml 99 I)AI 00 nn, no nnI i� pQ PROPOSED = FINSHED SPOT GRADE ELEVATIONS QQ PER DRAINAGE PLANS 22.33' LOT 265, 266, 268, OR 269 *NOTE. PAVER ITEMS ARE NOT 10.00' INCLUDED IN IMPERVIOUS AREA 10.00' 10.00' 10.00' 10.00' 10.00' 10.00' ON LOT 264 AC AC LOT 265 AC LOT 266 LOT 267 AC LOT 268 qC LOT 269 OT 270 F20.0' LINE 7.2' 20.O 0 16.8' S.2' 5.2' 5.2 16.8' 7.2' ON LINE0 LANAI LANAI LANAI LANAI o LANAI 0 o 96o . S 16.8' 34.3' -j"d 16.8' 16.8' Mi pq ON 7.2' LINE- ON 7.2 LINE M PAVER 2.0' ENTRY W `r W W W W W ENTRY 2.0 PROPOSED • 2.0' = PROPOSED • PROPOSED ■ PROPOSED PROPOSED PROPOSED PROPOSED ATTACHED RESIDENCE �v o ATTACHED o RESIDENCE N o ATTACHED o RESIDENCE a b ATTACHED o RESIDENCE iy o ATTACHED o RESIDENCE M ATTACHED o RESIDENCE N ATTACHED 2.0 o RESIDENCE o°�' oa orn bow, $rn ba Y L7 L1 y U) y to N1 WILLOW REDWOOD REDWOOD BIRCH REDWOOD REDWOOD WILLOW "T a q PAVER PAVER PAVER PAVER ENTRY 5.7' ENTRY 15.7' 5.7' ENTRY 5.7 'TRY o.7Mi 7'"i 0 E Mi 12.7' Mi "Y37' 34.12.7' 9'9'9' �r 10.7' 0 9' v 12.7' 34.7' 76' J6'PAVERPAVER DRNE PAVER PAVER WALK PAVER PAVER WALK pgyER DRNE WALK pAVER PAVERR WALK PAVER 25.00' - - - DRIVE - 25.00' - DRIVE - - 25.00_ - - - 29.00' DRIVE 25.00' E 25.00' DRIVE 25.00 10' UTI MT. - - - - _ - - - 10' U71L. ESMT. `yk, rykg �96 vv WALK 'G4• vv 416. UU .G,G. UU WALKy ZZ' UU AY = 451 SOFT. (B.B.),S' 89057' 49" SOD SIDEWALK = asi so:�T: MISTY GROVE LANE (40' GRUASEjUI -rER-,SIC0TT & ASSOC INC. - �rrf POJ.. • PmNT DN LDE DRAIR LEGEND TYP. . TYPICAL pc, . m m „,_: SETBACK LDE � � ETA NOW: R/W) TRACT A LAMB SURVEYORS .6,6.3;s PLAT PR.C. POINT DF REVERSE CURVATURE CI.Ft. •CRAW LAX FENCE CA • CWORD HEARING 1, ME UNDERSIGNED DOES HEREBY CERTIFY THAT 7HIS SURVEY MEETS ME AWMUM TECHNMAL STANDARDS SU FORTH BY F FIELD RA0. POINTRADIAOFCIOWOMD CURVATURE VDfC, CONCRETE VOOD E UTTL . UTILITY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS 64 CHAPTER 6J-17 OF 7HE FLOMDA ADAWSMT&E CODE LR . wow PIPEIRCN R® µit • 10R-RAm,� P.C. • PEW ff CURVATURE an SAM e BEARING 2 UNLESS EMBOSSED WIN SURVEIVR$ SM INS SURVEY IS NOT VALID AND IS PRESENTED FOR WNFORMATIONAL PURPOSES ONLY. U4 COCRETE MONUMENT PXM per, POW OF BEGINNING P.T. • POINT LY TANGENCY , DESCRIPTION '� • NAIL 6 OLVC 3. THIS SURVEY WAS PREPARED FROM TIRE INFORM41IDN FURNISHED TO THE SURVEYOR. THERE ANY BE OTHER REST MTTONS SET !R. . M. LR. /OLD 4596 PRµ . POINT CW�ICENENT DE= . PERNNtlEHHT REFERENCE IWRE111 R E?4CE ONHIN �� RN . RIG T-OF-VAY OR E iIJEMS Tl{AT AFFECT INS PROPERTY. RM RECOVERED F.F. • FDBSNED FLOOR L •ARC LFRCT+ N EM, EAM 4. NO UNDERGROUND AVWVEMENIS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. V.P. VO4 ERLINE POWs NORTH S. THIS SURVEY S PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER EMITY. THIS BUILDING/PROPEIM DOES NOT LIE W11MN 6. DIMENSIONS SHOWN FOR THE LOCARON OF IMPROVEMEM5 HEREON SHOULD NOT BE UM TO RECONSTRUCT BOUNDARY UNES, CERTIFIED BY: /• THE ES7OF ABGSHED f00 YEAR E1000 PLANE AS PER 'FIRM. 7. ��' ARE BASED ASSUMED LM7UM AND ON THE LINE SHOWN AS BASE BEARING (&&) 8. EIPATIONS, IF SHOWN, ARE BASED ON NATIONAL GEOOFOC VERTTCN. LNTUM OF 1929, UNLESS OTHERWISE N07E0. TOM X. GRUSENM R R.LS. i>' 14 JAMES W. SCOTT. R.LS AV 4801 ZONE X MAP 112117C 0055 F 9. CERTi7C4TE OF AUTHORZATION Na 4596. - = z,U&U Jv.r 1. LIVING = 894 SOFT. GARAGE = 249 SQ.FT. *PAVER ENTRY = 36 SO.FT. LANAI = 102 SQ.FT. BREEZEWAY= N/A SQ.FT. U *PAVER DRIVEWAY= 225 SO.FT. F A/C PAD = 9 SQ.FT. *PAVER WALKWAY = 48 SQ.FT. IMPERVIOUS= 60.0 ' 9 = 1,254 SQ.FT. SOD = aS17 cn FT 176 v SO.FT APRON = 30 SQ.FT. " ^ - ^ O SIDEWALK SOD = 110 = 36 SQ.FT. SQ.FT. O AREA DRIVEWAY = 2,266 = 255 SQ.FT. SQ.FT. op OOj p SIDEWALK SOD = 158 = 563 SOFT. SQ.FT. O LOT 267 *NOTE• PAVER ITEMS ARE NOT INCLUDED IN IMPERVIOUS AREA ON LGI = Z090 SQ.FT. LINE LIVING = 824 SQ.FT. GARAGE = 259 SQ.FT. *PAVER ENTRY = 68 SO.FT. LANAI = 102 SO.FT. *PAVER DRIVEWAY= 261 SOFT. DRIVEWAY - 261 SQ.FT. A/C PAD = 9 SQ.FT. *PAVER WALKWAY = 25 SQ.FT. IMPERVIOUS= 57.1 9' = 1,194 SO.FL SOD = 547 Sn.FT. ti ' P.C. Z73d li/W - 176 SO.FT. APRON = 30 SQ.FT. SIDEWALK = 110 SQ,FT. SOD = 3A sn FT = 2,266 SQ.FT.DRNEWWAY = 291 SOFT. L�� SIDEWALK = 135 SO.FT. SOD = 78 SO.FT. 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-656-1436 SCALE W- I' - 20'---1 1 DRAWN BY: **• . 1360-17 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 3/Screen Walls & Balconies AAF Guide as Referenced by: F.B.C. B 2002.4.1 & Homeowner: Taylor Morrison Designer: Alexander Medina F.B.C. R 301.2.1.1.1 Site Address: 354 Misty Grove Ln. Sanford, FI.32771 140 Ultimate Wind Speed mph Builder: Silver Trend Inc Date: 3 / 20 2018 Nominal Wind Speed mph Overall Dimensions: Length: 13'-0° T-2" g (ft) Width (ft) Exposure: 0 B ❑ C ❑ D Structure is attaching to: conc block Height @ Attachment: 8-2.. (ft) Attaching to: Concrete ✓ Lumber ✓ Other Overall Height 8'-4.. (ft) Walls Supporting Guard Rai/ A) Select Girt : (Table 301_page ) Load Width: Span Select B) Select Column: (Table 302_ page ) Load Width: Span Select Walls Not Supporting Roof or Guard Rai/ A) Select Girt : (Table 302_page ) Load Width: 5-10" Span T-0.. 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Ej S .' MF GUIDE TO MMINUNICDWM=OM IN 090i7:Y WINDR ARM W 2A 8- ScmwW W8 rxrxLWrMWM :-=x ipr�R"xramus ea sm4wa 4.0I0SILSIM@ MMGF AAF WIDE TO rxw man= crMM a . I I P�fROOM ousaw MMFX rgCFAr ai rW�,i�M 1 IN HIGN WiM ARM a14 EMMO LO 1 ftP 3 - 8 . j cwp&w3-5nmwvm&Bd=iw lwao wo iroNmol-issm wm n: us Lvo xru mkwsossa; we ommmmoWol nrimPfiffic 0 9 xacsopumem s com mmm mg-anummools+ ¢ �aro�.Mcowraux iomm of-mfim 2-ausmammumsuoF ix2asnanomowsK +ssaPa x2ocro m, now* Tomm •i -mos m xaw® Page 3 - 9 1 AAF GUM TO AUIMINW 0011iIN HIGH WIND AWS C=4 2.0 rxrxr��eaodah� �=Ryaaboxax. nmc=mmmFwow FAMMMCCIMPMM MerWMMM wBm�wuswnw GOMMMMMMMOML anmuvwnmwommxm u=otum&Woxruosoummmw m �Mff mwoz nru= MMOMMOMORWMWOONROMM (r m=wQLamwn= rwra PmmR9 two fA FWTOMNLTMMSMM ' �aeasarrose r onom g�� AAF GUIDE TO AUNAINUM COMMUCTiON M HIGH WIM AMM (W14 GWftO 2.0 REQUMED ENSPECTIONSEQUENCE ispff- IQ--- t4L(,, Address: JUL, JDFMG PIBRM.r. Footer Setback 'Remwall Foundation / Form Board -Survey Slab /' Mono Slab. Pre our Lintel / Tie. Beam / Fill Down Cell Sheathing— Walls - Sheathing — Roof. Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco./ Siding Insulation Final Final Utility Building - Final Door Final Window - Final Screen.Room Final, Pool Screen Enclosure. Mobile Home Building Final. Pre -Demo Final Demo. Final Single Family Residence Final. Building (Other) MICA IMM max Mums ecdon Descripflon Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Mn max Inspection Re— n Plumbing Underground Plumbing Sewer Plumbing Tub. Set Plumbing Final Ab MM1 Max. rimsRection Descri Mechanical Rough Mechanical Final i Mg 1: 1 FINWAIM, rMs2ection. Descrlflonn min Max Gas Underground Gas Rough Gas. Final REVISED: Rine 2914