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HomeMy WebLinkAbout3611 Crawley Down LoopCITY OF SANFORD BUILDING & FIRE PREVENTION WD PERMIT APPLICATION MAY 2 3 2018 Application No: 3 83� L _ D, ocumented Construction Value: $ 1391,000 Job Address: 3611 CRAWLEY DOWN LOOP Historic District: Yes ❑ No [i Parcel ID: 1720-31-5VC-0000-0500 Residential 0 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: Paula Velazquez Title: Permit tech Phone: 407-363-9800 Fax: 407-985-2815 Email: paula _ silyertrend.us Property Owner Information Name Ryan Homes Phone: Street;; a Amerlc'a'Drlve `8te 500 Ytesrdenttof property? No City, Stjate'Zip Reston . UA 20190 4792 ill A .,. ._ 1:�J Contractor Information Name Silver Trend, Inc. / Jose Julio Da Silva Phone: 407-363-9800 Street: 1710 Premier Row, Fax: City, State Zip: Orlando, FL 32809 State License No.: SCC131149963 Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information 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. 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 V� 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. i lure er/Agent Date re o actor/Agent Date Jose Julio DA Silva Jose, lio Da Silva Prin wne Agent's Name Print C tracto Agent's Name 11 u PAOLAANDREAVELAZQUEZ ,hn:t4., PAOLAANDREAVELAZQUEZ h p.l MY COMMISSION # GG 153208 t MY COMMISSION # GG 153208 W." Bonded February 19, 2022 y ' • �Ps`,= EXPIRES: February 19, 2022 tI-NNRI Notary tinge ens i Of MbO `` BondW 1hru WM rW* 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ # of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: 5'49' /V K UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 5F G-t9•�� COMMENTS: dK Scecen /htt,,f OP re-41 A' AAA" /0x -� as oh it /off�a . Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Rpi1 - ISM _ ? z; :z' 351LDlNG IfDBJf&vnT - — - - - MRn Max Ind section D escri tion. Footer / Setback Stemwall 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 9G� Final Screen.Room Final. Pool Screen Enclosure Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final. Building (Other) Address: �+ L�'VA�A� ;Q81�ff1L lL _. Mlln Max. )[IIIl .t c lion Description tl�tl 6�® Electric" Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final 9 .Ls'vG" &f �wGYJ4:Pf i2'�. 4� Min Max Ins2 ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final t l`:1l'IL`1:.IG1Lt111.V.LL ak � 1G "iL`iLL6LVLL,Q� � :',.3.. Min Mays Ind !S22 kscri2ti0n Mechanical Rough Mechanical Final Min ms ectll.on. Rescrll tion . Gas Underground Adlax Gas Rough Gas Final REVISED: June 2014 5/18/2018 SCPA Parcel View: 17-20-31-5VC-0000-0500 i oadurohman Property Record Card rp Parcel: 17-20-31-5VC-0000-0500,,Q,ae,,,,,,,m„ Property Address: 3611 CRAWLEY DOWN LOOP SANFORD, FL 32773 Parcel Information i :Value Summary Parcel 17-20-31-5VC-0000-0500 Owner(s) BRISSON WEST PROJECT I LLC �� v Property Address 3611 CRAWLEY DOWN LOOP SANFORD, FL 32773 Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038 Subdivision Name KENSINGTON RESERVE S1-SANFORD Tax District DOR Use Code ------------------------------------ — 00-VACANT RESIDENTIAL Exemptions _ ^� 117.60 u Seminole County GIS 2018 Working Certified Values 12017 Values Valuation Method Cost/Market Cost/Market Number of Buildings 0 0 Depreciated Bldg Value Depreciated EXFT Value _. Land Value (Market) i $67,000 $14,000 Land Value Ag Just/Market Value ** $67,000 $14,000 Portability Adj Save Our Homes Adj $0 $0 Amendment 1 Adj $0 $0 P&G Adj $0 i $0 Assessed Value $67,000 $14,000 Tax Amount without SOH: $266.58 2017 Tax Bill Amount $266.58 Tax Estimator Save Our Homes Savings: $0.00 " Does NOT INCLUDE Non Ad Valorem Assessments Legal Description - I LOT 50 KENSINGTON RESERVE PB 81 PGS 86-92 1 Taxes i Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $67,000 $0 $67,000 Schools $67,000 $0 $67,000 City Sanford $67,000 $0 $67,000 SJWM(Saint Johns Water Management) $67,000 $0 : $67,000 County Bonds $67,000 $0 $67,000 Sales - ., Description Date V Book Page Amount Qualified Vac/Imp No Sales I — iU f Land Method Frontage Depth Units Units Price Land Value -- LOT _ 0.00 0.00 _ _ 1 $67,000.00 $67,000 i IMPERVIOUS SURFACE RATIO WORKSHEET (Method of Calculation) IMPERVIOUS SURFACE "Any hard -surfaced, man-made area that does not readily absorb or retain water, including but not limited to building roofs, parking and driveway areas, sidewalks and paved recreational facilities." IMPERVIOUS SURFACE RATIO (ISR) "The total area of impervious surfaces divided by the net area (excluding right-of- way) of the lot." LOT AREA "The total horizontal area included within the lot lines of the lot. No public right-of-way or access easement for a public street or handle of a panhandle lot shall be included in the calculation of the lot area, nor shall the public right-of-way cross the lot area." Site Identification 3611 Lot Area 7056 Crawley Down Loop Impervious Surfaces: 1. Building footprint 2. Parking & Drive areas 3. Access easements 4. Walkways 5. Other Total Impervious Surfaces 3093 Total Impervious Surface divided by 7056 Lot Area square feet 1766 sq.ft. 957 sq.ft. sq.ft. sq.ft. 370 sq.ft. 3093 sq.ft. 0.43 Impervious Surface Ratio I, (Signature) certify that the calculations submitted above for the Impervious Surface Ratio are accurate and complete to the best of my knowledge. Date 05/24/18 Please attach your business card or submit your complete name, address and telephone number, fax and e-mail in the space below. In the event that there is a conflict of information contained herein, the adopted Zoning Resolution shall apply. RECORD COPY AAF GU/DE TO ALUM/NUM CONSTRUCT/ON /N HIGH WIND AREAS Chapter 3/Screen Walls & Balconies AAF Guide as Referenced by: F.B.C. B 2002.4.1 & Homeowner: Ryan Homes Designer: Alexander Medina F.B.C. R 301.2.1.1.1 Site Address: 3611 Crawley Down Loop Sanford, FI.32773 140 Ultimate Wind Speed mph Builder: Silver Trend Inc Date: 5 / 19 / 2018 Nominal Wind Speed mph Overall Dimensions: Length: 27-0 20'-0" g (ft) Width (ft) Structure is attaching to: conc block Height @ Attachment: 8-2" (ft) Attaching to: Concrete ✓ Lumber ✓ Other. Overall Height 8'-4.. (ft) Exposure: ❑✓ B ❑ C ❑ D REVIEWED POR CODE COMPLIANCE Wails Supporting Guard Rai/ !F PLANS EXAMINER Cr(R•($ A) Select Girt : (Table 301_page ) DATE Load Width: Span Select B) Select Column: (Table 302_ page ) Load Width: Spa Wails Not Supporting Roof or Guard Rai/ SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER A) Select Girt : (Table 302_page ) REQUIRING A CORREC fIUN OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE Load Width: 5'-9.. Span 5'-4.. Select 2x2 a B) Select Column: (Table 302_page ) Load Width: 5-9.. Span s-2.. Select 2x3 # 1 8 - 2 3 8 3 W d ea m w w g C m OCOPYRIGHT 2D14 NOT TO BE REPRODUCED IN %&,ROLE OR IN PART WITHOUT THE WRITTEN PEWIISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA STZE VARIES CS Og P067 SPA(3M 3 3 REpm TO TABLE 304. O in x r VERTICAL @ POSTXMKN % / m Z PERDMI R (MCAL) 1" x Z" OB PBaMETER SELECT PER TABLE 304 M a BY WIND DONE j � � 3 3 CtIAiR RAIL (GUM DESIGN® US= TABLE 30I OR 304 BY WIND ZONE = 3 c. 0 x K OTLATE RAIL n m CMRT) Z DESIGNED USING TABLE301 $i in . OR 304 BY WIND ZONE SIe Z = m _ ":.'� O9TIONAL IQ00'i ATE / HEIGHT VARffS '. '::.:::::::::::::OPTTONAL KI • • • "• • •' • • ,; i�i ,iiiiiir✓iiiiisiiol v a v n� 3 3 3 0 .a o SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING N C "..0 r— !.f QX1'XUtX'hgm •' s • ' 1106T/tIDX201IIM so so � IliftiH B0� fi0.Sie� so so so so °•' • •.'' pawn IMMOMMSwWrommlew mmaMMmmarmarmammFOR r aam• i eaa n D mCIS AAE WME 70 ALLDIliNtlsS CMTRL=ON IN HIGH MND AREAS pawn tteeY 0W*AT4 4WQ"QC ff44' � fBNd1g UNNWGWWZWA.%FMM wrador mLann ATiA3Bli1� OA OS7J1191f PiL1f. i 3 Z014 EdftQU PW3-6 thepW a - i MOOMM lX2080IMMOR Rumpallwooi ,i•XVX11/3rX=Brwn fS;ma nxu'um SAAffVMLN TOABOI go r9YPLdIIaYtXS�S+Bf.79� � ,1 PCBmarm � WHOMS!o XT44rOMACPM pm Xm imm 0 1Xioe® MISIMME01 4•010SPILFFMIJIMMMOPIX2011005 V rc ioow IBM a .ai � OF all tea• oswoff iF_ e°ee1 asterwomm osom6errsoup= wwwwsw ++ ,-,WMBmeft rmw Iffmano r=r. AAF WIDE TO AuNQ+iM cowriumnoN IN HIGH WIND ARM =4 Edit* 2m Cry -ts& Bdmdm ir— rXrXMPAWMrMMWM _-Mx Ploomartsamtea (IwookTapa x lb I I r h— WCA —44 aminswmwm ,,, a�osmas�u►. •. �.stos�swwMa+s�eoeoeaR � 1 I1�—w��teaateaosr � enn ao�r mi�rae � eeeue� �. tll�on 0 mail Illf COMM algal= wMFXW MaRa A SOMR r R�� 1 BAo1N1�R�YV� MF GUIDE 10 AtLMINN CONgff& Cfl0N IN HIGH WNW AREAS 014 Edft# 2.0 _l_ Pop 3 - 6 F; wmw�vmwwfilwul OMAM a -to So To 046. t '•�••• • • • • ••�•••• •10. �• nj • ' •••• •• .• •t � � • • • •� + • • ' d ' •� a �' �• ; •• •� NOW i ELEV VeIr 1'-4" 5'-9" 5'-9" 11'-6" REAR ELEVATION NOTES: 1. ALL OPENINGS TO BE COVERED WITH SCREEN 2. DOOR LOCATION MAY VARY 1'-4" 4'-3" 3'-0" 4'-3" 27'-0" 1'-4" 9 M W 4 O O I I Z O O (n > C Z J 117 N O N N N p 6 Y U) O N N N 9 Q w E 00 3 0LL Z = p EE2 0 o U d Z C O o ¢H� 3 Cry LL 04 -ji)0tncc) sm N N N m E N J O LL O V Q O co c t ,0ppC N Q � N'a`OU E i � `l f0 3 O r i U X '- N E EF LL �1 a ® o E W 0 o E W E L_ ¢ L O O C U tp C O. O EUc� o mm U C p C � O 7 LL N m O C 'o C (0 'C O fl O N N L U fn I- O t O � H N ¢ Sheet 1 Of 2 N X j 2x2 CHAIR e RAIL TYP ELEV A 1 x2 d 04 x 2x2 CHAIR a RAIL TYP d l 1 x2 1 x2 4'-4" 4'-4" NOTES: 1. ALL OPENINGS TO BE COVERED WITH SCREEN 2. DOOR LOCATION MAY VARY FAI 1'-4" 1x2 1 L TrT /i V a Z) X M X X N 2x2 CHAIR 2x2 CHAIR RAIL TYP RAIL TYP 1x2 1x2 4'-4" 4'-4" 8'-8" 20'-0" 1'-4" 1 4'-4" 4'-4" 8'-8" 10'-0" ELEV B TomO Om2�5 Zm c wco Y N N c W T d J m _ E 00 3 0 LL m = � O z OL) J'O u Z o C O M o QH: 3 c� o m a -iM0lnc�i � o � o N N E Q O l C O) .0 rr N aaU`` N Lt0 n V N O W c E ^ d o o Z � � v v � o d U U C ._ m E0�n N C d E U ® o E w n c 0 L co E �a L N ... L 3 -o m o c -a c cm cm @ .00 c n o m EUm rn co U C O C � O LL m o c @p C o Qoc N LL •U U)r- 0 H N Q Sheet 20f2 DESCRIPTION AS FURNISHED: Lot 50, KENSINGTON RESERVE, as recorded in Plat Book 81, Pages 86 through 92, Public Records of Seminole County, Florida. PLOT PLAN FOR / .CERTIFIED TO Ryan Homes/.NVR Inc. PART OF LOT 40 PALM HAMMOCK ALLOTMENT P.6.1, 'PGS 104-105 S 00*18'41 " E 60.00' 31.10' 31.09' LOT 5O 41.1 D' 27.0' 10.00' o EXTENDED LANAI • 10.00' N 30.0' 0 0 � o � 10.0 10.00' 'p PROPOSED RESIDENCE LOT 49 MODEL: ESTERO BAY UT ELEV C 2CAR GARAGE RIGHT ti " o • 6.50' P.C. 53.95, ----------------- 10.00'. P> ENTRY o M 3' 20.7' 10.00' WA K 16' DRIVE 28.50' 25.50' 25.50' 10' UTIL. ESMT. 4' CONC WALK CURB S 00°19'09" E 60.00' CRA XLETY DO TYN L 0OP 50' PRIVATE ROAD PROPOSED FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A �QO� PROPOSED FINISH FLOOR PER PLANS .= 26.8' QQI� GR USE jVAfEYETR -1SCO TT Uk �d �•+Shvtf Suer!" is• e.f /4aa FT /O X 2 7 eJ 04���ti�sA^ OFT '44/et %J/'AN. PLOT PLAN ONLY NOT A SURVEY PLOT PLAN AREA CALCULATIONS IMPERVIOUS COVERAGE a 2,723t SQUARE FEET OR 38.6X LOT CONTAINS 7,056t SQUARE FEET LIVING AREA CONTAINS 1, 766f SQUARE FEET CONC/LANAI/PORCH CONTAINS 9571 SQUARE FEET & ASSOC, INC. - .LAND SUR VETYORS LOT 51 MUM = ZO REAR = 20' SIDE = 5' FOR 40' LOTS SIDE = 7.5' FOR 60' LOTS SIDE = 10' FOR 75' LOTS SIDE STREET a 25' LEGEND - -- -- - -- LEGEND - P PLAT 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 r • FIELD PDL. TYP. • MINI DN I= . TYPICAL NOTES: IP. UL DION PIPE OO • N ROD PJM PLC. POINT IF REVERSE CURVATURE • POINT Cr COMPOUND CURVATURE I. THE IAJDERSI(1Nm DOES HER®Y CERRfY fiAT 118S SURVEY MHE EETS TSTANMROS OF PRICIICE SET FORTH BY OT FLORIDA BOARO OF C.N. . CROKIE HMAMENT RAIL . RADIAL PROFESSKINAL SURVEMM AND MAPPERS OV CNAPRR SJ-17 FLOR04 A0MINWR41IVE CODE PURSU4NT TO SECHON 472.027. FLORIN STATUES SET LIL . I/R' IA VRU 45% N.R. . NON -RADIAL 2. UNLESS SWROSSED WHIN SURVEYORS SIGNORME AND ORMI094L RAISED SEA. TNS SURVEY A14P OR COPIES ARE NOT VAUDL REC. . RECOVERED vr. VITNESS PODHT J. THIN SURVEY WAS PREPARED FROM TITLE W O) A71ON FURNO ED TO THE SURVEYOR THERE MAY DE OTHER RESTRICTIONS PD.A . POINT Cr DEGIA&M CALL . . CALCLLATED OR EASfAIE TS THAT AFFECT THIS PROPERTY. Mt. • POINT OF CDWENCENINT PAX • PERMANENT REFERENCE 10404ENT ♦ NO UNDEROMMM IMPROVEMENTS HAW REE4 LOCATED UNLESS 07HERNISE SHOWN. E NLD • MAIL L IS � DISK FF. FF. • BUILDING FLMSETRR ELEVATION • FINISHED SETBACK LINE ,y THS y.�Y IS PREPARED FOR INE SOLE SEIERf OF THOSE CERIMM TO AND SNOIA.D NOT BE RELIED UPON BY ANY OMER ENRT7: R/V :MAIL RDDR-W-VAY 1A a DEN MARK B. 00ADMO''S SHOWN TOR THE LOWMN OF IMPROVEMENTS HEREON SHOULD NOT BE USED 70 RECONSTRUCT WUNaW L04M � fEME ENT B.B. - SASE ➢EARING 7. BMW% ARE BASED ASSUMED wT1AI AND ON 1HE UNE SHOWN AS BASE WARM (DLEL) UM UTILITY DL DRAINAGE $ ELEVATWNS. IF SHOWN, ARE BASED ON NATIONAL CMDE17C V%R7X4L DATUM OF ISM UNLESS OTHERWISE NOTED. CUM- CNAII LINK FENCE 9. CER1 PPE OF AUNDRRAMN No, 4W VOBC. vcw FENCE C/B - CONCRETE BLOCK M - POINT Or CURVATURE P.T. • POOR OF TANGM MC. - nELRxIPTIRT R - L GTH L • ARC ARC LEN D - DELTA C • CHORD C.S CHORD REARING NORTH THIS BUILDING/PROPERTY DOES NOT LIE WRHW THE ESTABLSHED 100 YEAR FLOOD PLANE AS PER FIRM' ZONE x- MAP / 12117CM90F (09-28-07) CERTIFIED BY. ,,,� t-� -� 6k M x USE74 EVER. R. S. 1 4714 . SCO R.LS 1 4801 SCALE I 1' 20-------- t I DRAWN BY: ••• DA DATE ORDER No. PLOT PLAN 12-14-2017 5628-17