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HomeMy WebLinkAbout456 Red Rose LnCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No:C1 Documented Construction Value: $ 842.00 Job Address: 456 RED ROSE LN SANFORD, FL 32771 Historic District: Yes ❑ No ❑ Parcel ID: 21-19-30-510-0000-1510 Residential 0 Commercial ❑ Type of Work: New 0 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Plan Review Contact Person: Emily Silva Title: Screen Manager Phone: 407-363-9800 Fax: 407-985-2815 Email: emily.silvertrendCa-gmail. 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 Solver 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: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: 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. 65 FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code k e'� Revised: June 30, 2015 Permit Application "'' I( 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. re of O Agent Date Jose Julio Da Silva Print Owner/Agent's �8// K MARYSSOL FAQUINI UE MY COMMISSION 1i FF 907001 EXPIRES: August S. 2019 Bonded Thru Notary PubGe Undenrriters Owner/Agent isy Personally Known to Me or Produced ID Type of ID 3 /z vllg r afore tractor/Agent Date Jose Julio Da Silva Print Contract /Agent's e iW/F Si of No ry-Stat Date MARYSSOL FAQUINI UE MY COMMISSION 4 FF 907001 p • a€ EXPIRES: August 5, 2019 Bonded Thru Notary Pubk Undewtm Contractor/Agent is Personally Known to Me or 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: P044i-10 - UTILITIES: ENGINEERING: 11' Flood Zone: # of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: fA,5� S 1 • l� COMMENTS: 1n.ftef oh rCar 4,vA F Qs Revised: June 30, 2015 Permit Application 3/27/2018 SCPA Parcel View: 21-19-30-510-0000-1510 • � ,I, owtaroimo�,.cra Property Record Card PR Parcel: 21-19-30-510-0000-1510 uanrtwoLLCcxanrrv,r-�aRnn Property Address: 456 RED ROSE LN SANFORD. FL 32771 Parcel Information Parcel 21-19-30-510-0000-1510 Owner TAYLOR MORRISON OF FL INC 456 RED ROSE LN SANFORD, FL 32771 — { Address Property Mailing 151 SOUTHALL LN STE 200 MAITLAND, FL 32751 j Subdivision Name —� THORNBROOKE PHASE 4 ---v__- Ih Tax District S1-SANFORD DOR Use Code 00-VACANT RESIDENTIAL- ---- Exemptions ------- �— — 3 ± 152 32 , rL 4 33.94 N00� � 151 150 149 14 �(A, N (V � 85.37 83.34 61.60 40 Seminole County GIS - - Legal Description LOT 151 THORNBROOKE PHASE 4 PB 81 PGS 70-71 Taxes Value Summary Working 2017 Certified Values Values Valuation Method --l2018 Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value Land Value (Market) $40,000 $26,050 Land Value Ag JusUMarket Value ** $40,000 $26,050 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $12,784 P&G Adj $0 $0 Assessed Value $40,000 ; $13,266 Tax Amount without SOH: $336.00 2017 Tax Bill Amount $336.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority I Assessment Value Exempt Values Taxable Value County General Fund $40,000 $0 $40,000 Schools $40,000 $0 - $40,000 City Sanford $40,000 $0 $40,000 SJWM(Saint Johns Water Management) $40,000 $0 $40,000 County Bonds $40,000 $0 $40,000 Sales Description Date As� Book Page Amount Qualified Vac/Imp I I No Sales Fired Comparable Saks Land r�Method LFrontage —_ — I Depth _ Units _ -nits Price_ _ -- Land Value --- --- - -- - --- -- - -- -- --- ----- 1 ------------—$40,000.00 $40,000 Building Information Permits Permit # Description TAgency Amounts CO Date Permit Date I http://parceldetaiI.scpafl.org/ParcelDetaiIInfo.aspx?PID=21193051000001510 1/2 16" KICK PLATE 13'-0" 14'-4" REAR ELEVATION F- a(n�-¢w LU Z wU> Zp mo mOwZQw5O On O o�oova�ZN 1t� � WQFW-W��UF' crYJ=UJWoLL tr Z 0 �0Q~a�cc0 1 U W Z Z �w ZW wO CC)OwUU)00LL0 U _Q 0 U Zz w LLo O F 00T0LDzaog p z J J Lu-? v- 0 Q LLCO wwwpa-O ¢O W -1000 O00=Z0E- cc CC SQ �OW�Q0 0 O �C. -LuOQZwEZ Q 7� 4 Off, Q9QLn0~00 N J Qo NOTES: 1. ALL OPEN AREA'S ARE TO BE COVERED WITH SCREEN 2. DOOR LOCATION MAY VARY #10 X3/4" AT 12" O.C. 16" X .024 KICK PLATE TYP TYPICAL KICK PLATE DETAIL NO SCALE 00 2"x3" GIRT ROLL FORM KICK PLATE TRIM " x 2" OPEN BACK 3ASE PLATE TYP. coO o 0 F.=) 8O � yO y Z O Q(1) J 'aN E W U- m Q' O Z O N d �IX on o F- �p C a H-J'tfncM N N M E N J O LL O U Q O W E t .O C WcO,;� N U co L6 y 0 m w s � °' N 0 O Z v �o U N (n m E o doLL c � d E U o w 0 N c L -- co E �Q .� N 3 -o cn y c72 U M N � c 'ao:° mm c o S o L � OO 0 c m O N LL U N r-- N F-NQ Sheet or A 5 DESCRIPTION AS FURNISHED: Lot 151, THORNBROOKE PHASE 4, as recorded in Plat Book 81, Pages 70 thru 71, Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Taylor Morrison of Florida, Inc. o�pPiA G !� o OO' 4 j !•`/yO`�o \\ $g sib22.1 r 41, ��a / o / / 59.97' LOT 150 lV ICJ=JJ=/O .O �F JL R=100.00' L=32.14' C=32.00' nn_o .Fa+oc' oo" r LOT 151 78.06' ok �► Co,nS,L/uc� ��` `�1 � hS�rt C� exiSfi� �an�r a S ou�tmedprl 3.0'x3.0' r 1 C (2-TYP.) i 18.11' 15.7' 16.35' Iz 1, COV'D. 0; PATIO 1!J O Cv 1 .3 14.94' �O Co PROPOSED RESIDENCE MODELOARLINGTON A 2 CAR GARAGE RIGHT 9.00, "" OI ENTRY 7' 7.44' 3 21.3' 16 � 5.40' DRIVE 25. 2 .87' 10i UTIL. ESMT. 5' CONC. WALK CURB RED ROSE LANE LOT 152 LOT = 11,514 SQ.FT. LIVING = 1,467 SQ.F-I'. GARAGE = 455 So. FT. ENTRY = 71 SOFT. LANAI = 139 SQ.FT. BREEZEWAY= N/A SO. FT. DRIVEWAY = 406 SQ.FT. A/C PAD- = 18 SO. FT. WALKWAY = 76 SQ.FT. IMPERVIOUS = 22.9 % = 2,632 SOFT. (50' ROW) TRACT I s0o = 11.8B2 sIONS. OFF LOT AREA CALCULATIONS: ALC y�o UTILITY / & ACCESS R/W R/W = 334 SQ.FT. ELF Q APRON = 111 SQ.F7. BUILDING SETBACKS: *PLOT PLAN ONLY* SIDEWALK = 157 SQ.FT. PROPOSED = FINISHED SPOT GRADE ELEVATION FRONT = 25' (NOT A SURVEY) SOD = 66 SO.FT. PER DRAINAGE PLANS REAR = 15' A —= PROPOSED DRAINAGE FLOW SIDE = 5.0' PROPOSED INFORMATION SHOWN AREA = 11.848 SQ.FT. LOT GRADING TYPE A SIDE CORNER = 10' BASED ON SUPPLIED PLAN DRIVEWAY = 517 SO.FT. AND/OR INSTRUCTIONS PER SIDEWALK = 233 SO. FT. PROPOSED F.F. PER PLANS - 25.3' CLIENT NOT FIELD VERIFIED S00 = 8,94a SQ.FT. CRUSL'NMEYT/R-SCOTT & ASSOC., INC. - LAND SURVEYORS LEGD _ LEGM _ 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P •PUT PJ71 , P®Jr ON LINE F • FIELD TYP. • TYPICAL IP. WON PIPE PRC. POINT O' REVERSE CURVATURE 1. THE UNDERSICAM DOES HEREBY CERTIFY THAT THIS SURWY MEETS TT$ STANMRDS OF PRACTICE SET FURM BY TTE FLORIN BOARD OF IR. -IRON ROD PC.G POINT 6• CONFOUND CURVATURE PROFESSIONAL SURVEYORS AND MAPPERS IN CNJAP/ER 3J-17 FLORIDA ADNBNISTRATWE CODE PURSUANT TO SECTION 47=27, FLORIDA SYATUES CK • CONCRETE MORMEHT RAP RADIAL 2. UNLESS EMBOSSED WM SURVEYOR'S SRNATLItE AM ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VAUD. SET I.R. . L/2' R/BLB 45% NA WIL WIT TNESS REG • RECOVERED NESS 3, THIS SURVEY MKSPARED PREFROM iMLL' NFDRANTKIH PCHM HED TO THE SURVEYOR. TMOK MAY BV 0/MER RESIROYMM P• POINT r BEGINNING CALwp. EDNi OR FASEMEMS THAT AFFECT THIS PROPERTY •POINT Or CON ENCE11ENT PAR • PERMANENT REFERENCE N ONUKEHT 4• NO UNDERGROUND NPROVENORS WIPE BM LOCATED UNLESS OT 400m SJIONTJ. E • CENTERLDE FF. . FINISHED FLOOR ELEVATION 5. TM SURVEY 6 PREPARED FOR HE SOLE BENEFIT OF TMOSE CE]MIED TO AND SHOULD NOT BE RELIED UPON BY ANY 070MR FMIJY. N&D . NAIL B DISK B=L • BUILDING SETBACK LINE BIN BENCH ARK B. O NSION S SHOW FOR THE LOCATION OF WPROVID"M NM OM SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LNE= RN . ROOHT-Ir. ESMT. EASEFENT B.B. USE BEARING 7• gEARgJr,S, ARE BASED ASSUMED VAnEW AND ON THE UW SHOWN AS BASE BFARNC A) DRAM DRAINAGE B ELMTKTN5 W SHOWN. ARE BASED ON NATIONAL GEODE'RC DOW OF 1929, UNLESS OYHVWJSE NOTED UTIL • UTILITY P. COMFICATE OF AUTHORIZATION NP. 4596. CUT. • CHAIN LINK FENCE V91r . w® FENCE C/B • CONCRETE BLOCK SOALE F-- }' ORAWN BY: P.C. • POINT OFCURVATLW OF uEsc = DESCRIPTION "`Y cERnF1Eo eY .30--N wTE ORDER No. _ IUM L . ARC LENGTH PLOT PLAN 06-26-17 2538-17 D • DELTA C • CHORD G& CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES.NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER IRRM• T X GRUSENM R. 1 4714 ZONE K. MAP 1 12117C 0055 F.JAM . SCOTG .LS r 4801 . 4 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: 456 Red Rose Ln. Sanford, FI.32771 140 Ultimate Wind Speed mph Builder: Silver Trend Inc Date: 3 / 28 / 2018 Nominal Wind Speed mph Overall Dimensions: Length: s-$ (ft) Width 14-4 (ft) Exposure: ❑✓ B ❑ C ❑ D Structure is attaching to: conc block Height @ Attachment: 8'_2.. g (ft) Attaching to: Concrete ✓Lumber ✓Other Overall Height $._4.. (ft) Wails Supporting Guard Rail A) Select Girt : (Table 301_page ) Load Width: Span Select B) Select Column: (Table 302_ page ) Load Width: Span Sel Wails Not Supporting Roof or Guard Rai/ A) Select Girt : (Table 302_page ) Load Width: 6'-6" Span T-O" Select 2x2 B) Select Column: (Table 302_page ) 6 Load Width: -6 8 Span .2, Select 2x3 CCOPYRIGHT 7D14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN-PEMIISSION OF THE ALUMINUM ASSOCIATION OF FLORIOA b N fL7 CJ W W SIB VARIES g C6 t POST SPAm@G c 3 3 REFER TO TABLE 304. m � ME -I O PsamETER (rMCAL1" X 2" 0B PERZF+lETER LE 304 2 C3 DESIGNED IMGTASiF 301301 OR 304 BY V41ND ZDNE X IaCMATE:RAIL (G!1M �¢ z DESIGNED USING TABLE 301 z OR 3" Ff wm ZONE 20 r I//I--/L-„,♦III„I/F7 /,///-!/,/i/! ,//'///,II/,///I/I/!/IJJI/,/-I. //:Lh//I'J I.JJJI/,/I////////!I• tii/!//I♦//,//II//I//f./..///I///// ;J/ ,/♦/IIII/(//III// '�--/,/////////l♦I!///I/J'iI/iI/7♦ f///III///I/II✓///fI//JfI // �� / : ,// //I/////I//J////,J•J IJ//J.IJJ//J ////!I///✓/J//I///X1//JI' Ji �/'!%IIIII !I%IlI I%I J% f'/I 0 a �3 3 3 3 0 C SCREEN WALL ELEVATION MMOUT GUARDRAIL NOT QFl N O y_. 0- CltgW 3 • SMMW WWb A UM de: MR WrG X rMLOURN WW eogwxmswsx ZWLMMMM MFOCOXCWEGRWMWCCMRRVCMU r4wE SOP =5 PO TAKE s0fff OMM OA - BV TAKE M i i t•ti •�•di• � •���•u/•t�':• Off/ 7 Chapter 3 - Swooned Wags & Balcunim 20 CR'1UM SaOm an COLM PER TABLE M scRM T(a 29Q°XW ANM SUN ME � 2 EJ4Q1 Si4 S?3S 61Gi *V MR CONCRETE AW0R SE (10 OTC. I+ L) � Vv/r n'c�.icll NOTES: 1) COUM MAY BE LAMER TM 2X3 FOR THIS OQFQ1£ODON 2) CONNI Cl APPLIES TO SCREEN WALLS VMY SEE C2 FOR WHEN SUPPORTING GLMRAIL m m - mm QWRNawaa sm CCLRIABV FOR LOM CONDMOM M Pa TABLE m FfAm POET TO COi4IC m WITH r X Y X yv WI=ANRE eY r UM W12 Ei #U SM VfM FMAND lj4VaXC tMANQ=WIr MlEDMNT(MXnVMMM9M0FMn FfL4M SOLE TO POST 11S6 2 EApI MO sM Fm smE li c vilmv& SOLI muxE4 of FM (Oil/ MOM P06iWID SOLE RMO M WITH V X V X VW AXM Y LANB M 2 E4M GB SM DYtO M MM Page 3 - 5 1 AAF GUIDE TO ALUA mum OONSTRucnoN IN HIGH WIND AREAS RM4 Etch) 2.0 J 4"r♦ ChIPW 3 VJWb &edomft :F aoe® . +; '1�0 GSQ1H �i • RCNMMN i_1 Jti•�ilt�'A •• �y�q • 4 �• • M j• N• . •M/flta C•Y Yf�i-Y {sNi NANDO�V✓RYOY • on Blow A 0.. 13) t • • : .• • YImp •a. • • • ••� • •• .• - ° �e�aiiei i�AB • • ••• �' � ei •� _ ' • • .+ + °• . • • • •• 'ice •�� • A4�ii�teF�V. wws w aaowDFOR 18=8ORRUMMINI ILA. • �- �:i r ;r!•o'•' •: '� �c. ':.11� [11 7 lii� r a Coptff 8- SMOM VAN A rmmtwm AAff Man 4-0j0sA&Fme=MMcF Mff=o 0F wepw I R 1, w N F AAF GUIDE TO AMINM CDNSjRUCTM IN HIGH WIND AREAS 014 Be" a. 3 - 0 3 - Swee ed M& i Mofa GnMUOVMMMCFDMMXW ss���e► acce»e rooumAmmomwe apa q II erar�n ilmom em II II II �° A • FMT 'TO M COO !I ® // �/ ' �aem�ara ��v� r � w s<elaa�we< REQUMED DiSPECTION' SEQUENCE ]Bpff- ISM-- I <q- � Address-: i, alum, wNG PERIMT. MM Mar Iusec l2don Desc!22 Dim. Footer / Setback 'Remwall Foundation / Form Board..*Survey Slab /'IVf-ono 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 F Z /A Finar Roof v I Final Stucco./ Siding Insulation Final v 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) P Mn M Inns2ection DescLAEflon Electric. Underground Footer /' Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final a co'. al g I DvRn M a . . . I[nffijEDeetll®n Plumbing Underground Plumbing Sewer Plumbing Tubr Set Plumbing Final Imn Max has2ection Den—,' pt:non Mechanical Rough Mechanical. Final Mk Max rMsRection.Des-criptionn Gas Underground Gas Rough Gas -Final REViSED: June 2914