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Home My WebLink About3-30-2020 Singaravelu Supporting DocumentsProperty Card https://www.paslc.org/RECard/#/propCard/36380 Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Site Address: 7993 SADDLEBROOK DR Sec/%wn/Range: 28/36S/39E Map ID: 33/28S Zoning: AR -1 Count Ownership Dakshinamurthy Singaravelu Nila Singaravelu 7993 Saddlebrook DR Port St Lucie, FL 34986 Legal Description SABAL CREEK -PHASE IV -LOT 173 Current Values Just/Market Value: Assessed Value: Exemptions: Taxable Value: $521,800 $521,800 $50,000 $471,800 Property Identification Property taxes are subject to change upon change of ownership. • Past taxes are not a reliable projection of future taxes. • The sale of a property will prompt the removal of all exempptions, assessment caps, and special classBications. Taxes for this parcel: SLC Tax Collector's Office ii'. Download TRIM for this parcel: Download PDF 4 Date Book/Page Sale Code Jul 6, 2018 4156/2200 0001 Parcel ID: 3328.701-0026.000-6 Account #: 36380 Use Type: 0100 Jurisdiction: Saint Lucie County y Y 1Sx "• -e'"max Sale History Deed Grantor SP Apr 21, 2017 3992/1490 0111 QC Apr 18, 2016 3862/2139 0111 QC Mar 17, 2016 3847/2085 0118 CT Oct 2, 2007 2893/0393 XXOI WD Mar 30, 2007 2789/1693 XX01 WD Apr 21, 2006 2562/2692 XXO] WD Mer 31, 2003 1683/2428 XX00 DE Aug 1, 1986 0511/009 1 XX00 Cv View: Building Type: HA - Grade: A - Story Height: 2 Story Total Areas Finished/Under Air (SF): Gross Sketched Area (SF): Land Size (acres): Land Size (SF): Champery Real Estate 2015 LLC Niseko Real Estate 2015 LLC Breckenridge Property Fund 2015 LLC Hansen (TR) Robert T Hansen Robert Hansen (TR) Robert Hansen Robert Floyd Ira L Building Information (7 of f ) Finished Area: 4,360 SF Gross Sketched Area: 8,807 SF Exterior Data Roof Cover: Cone Shingle Year Built: 1989 Effective Year: 1989 No. Units: I 4,360 8,807 1.56 67,972 Price $580,000 $100 $100 $432,100 $100 $100 $100 $575,000 $44,900 Roof Structure: Hip Frame: Primary Wall: Frat Stucco Secondary Wall: 1 of 3 3/27/2020, 8:55 AM Property Card Description https://www.paslc.org/RECard/#/propCard/36380 Fin. Interior Data Area Bedrooms: 4 Electric: MAXIMUM Primary Int Wall: Full Baths: 4 Heat Type: FrcdHotAir Avg Hgt/Floor: 0 Half Baths: I Heat Fuel: ELEC Primary Floors: Carpet A/C %: 100% Heated %: 100% Sprinkled %:0^A 2of3 Sketch Area Legend Sub Description Area Fin. Perimeter Area Grant Code Description Amount Area $383,700 2S ONE FULL STORY OVER BASE (TOTAL 2 1802 1802 194 2019 FLOORS) Homestead $25,000 Just/Market: $521,800 BAS BASE AREA 2558 2558 388 GAA Garage Attached Average 1056 0 184 NVPD Pool Deck for Sketch Only (Valued in SFYI) 2074 0 208 OPAH Open Porch Attached High 376 0 108 PATH Patio High (Flooring over Slab-Tile,Pavets,ete) 200 0 60 SPAH Screen Porch Attached High 741 0 166 Special Features and Yard Items Type Qty Units Year Bit POOL DK -AVG 1 1624 1993 RES POOL AVG 1 450 1993 Driv-Concret 0 1500 1993 VINYLFENCEY 1 104 1999 Current Year Values Current Values Breakdown Current Year Exemption Value Breakdown Tea, Grant Code Description Amount Building: $383,700 h ear $521,800 Land: $138,100 2019 2019 0500 Homestead $25,000 Just/Market: $521,800 2019 2019 0550 Exemption Homestead $25,000 Ag Credit: $0 Exemption over $ Save Our Homes or $0 Number Issue Date 50,000 10% Cap: Fee C48537 Feb I, 1989 Residential New Assessed: $521,800 Exemption(s): $50,000 Taxable: $471,800 Current Year Special Assessment Breakdown Start Year AssessCode Units Description Amount 2009 2009 12 County Solid Waste $276.14 This does not necessarily represent the total Special Assessments that could be char ed against this prope rty. The total mount charged for special assessments is reflected on the most current tax statement and information isavin able with the SLC Tax Collector's Office It . Historical Values Year Just/Market Assessed Exemptions Taxable 2019 $521,900 $521,800 $50,000 $471,800 2018 $510,500 $510,500 $0 $510,500 2017 $519,300 $519,300 $0 $519,300 Permits Number Issue Date Description Amount Fee C48537 Feb I, 1989 Residential New $180,000 $180,000 3/27/2020, 8:55 AM Property Card Construction C92-06883 Dec 21, 1992 C92-06919 Dec 21, 1992 C93-00018 Jan 5, 1993 C23-030402 May 30, 2003 C24060976 Aug4,2004 C04122053 Feb 8, 2005 C1610-0153 Oct 31, 2016 C1611-0081 Jan 12,2017 https:/Iwww.paslc.org/RECard/#/propCard/36380 Pool $19,000 $19,000 Enclosure $7,420 $7,420 Additions to $35,000 $35,000 existing construction Alterations/Remodeling $12,180 $102 Additions to $9,500 $327 existing construction Alterations/Remodeling $18,991 $0 Re Roof permit $o $0 Remodel $0 $0 Notice: This does not necessarily represent all the permits for this property. Click the following link to check for additional permit data in Saint Lucie County All information is believed to be correct at this time, but is subject to change and is provided without any warranty. C Copyright 2020 Saint Lucie County Property Appraiser. All rights reserved. 3 of 3 3/27!2020.8:55 AM ALL WORK SHALL BE IN ACCORDANCE WITH NFPA 54-58, NATIONAL FUEL GAS CODE AND FLORIDA FUEL GAS CODE 2017 & FLORIDA BUILDING CODE 2017. TANKS INSTALLED IN TRAFFIC AREAS SHALL BE PROTECTED WITH GALV. STEEL SCHED. 80 PIPE BOLLARDS (4"0) 6' LONG X 3' BURY DEPTH WITH CAP 0 3' O.C. 30 IN. x 30 IN. x 6 CONCRETE SLAB, 3,000 1 ® 28 DA PROPANE TANK WIND LOAD FORCE ON TANK = 0.00256V'•A+Cd = 0.00256(170mph)' ' 6.66ft' • 1.2 = 591 LBS TORQUE = 591 x 1.665 FT = 984 FT'LBS FORCE ON r CABLE = (492 / 1.67) = 295 LBS TENSILE STRENGTH OF r CABLE = 2000 LBS FORCE ON AUGER ANCHOR = 295 LBS MIN. PULL—OUT RESISTANCE OF AUGER ANCHOR = 1360 LBS WAND LOAD CERTIFICATION: CODE FBC 2017 / ASCE 7-10 WIND SPEED = 170 MPH, 3 SEC. GUST EXPOSURE D INTERNAL PRESSURE COEFF. 0.00 10 1. AIRCRAFT CABLE THRU BOTH CYUN ILT `— AUGER ANCHOR, 48' LONG W/ 6"0 HELIX SIDE ELEVATION 2 TOTAL SCALE V1' = I' -O" STRAPPING BOLT W/ AUGER ANCHOR BELOW LP TANK 7x19 GALV. AIRCRAFT CABLE PLAN VIEW SCALE II V - 1'-O' Ferrellgas 3232 SE Dixie Hwy. Stuart, FL 34997 DRAWN: APPROVED: DRAWING NUMBERI T-1 LP57AGS Tablel6,1(c) Sebedule40.Metallic Pipe PIPE AND TUBING SIZING TABLES 58-106 Pipe Size (in.) Undiluted F 11.0 in. w.c. Pressure Drops! 0.5 in. w.c. Specific arvivitrl 1.50 Nomiud: t/s s/4 1 I%4 It/s 2 2'/s 9 4 Actual: 0.622 0.824 1.049 1.380 1.610 2.067 2.469 3.068 4.026 Length (ft) Capacity In Thousands of Btu per Hour 10 291 608 1,150 2,350 3,520 6,790 10,800 19,100 39,000 20 200 418 787 1,620 2,420 4,660 7,480 13,100 26,800 30 160 336 632 1,300 1,940 3,750 5,970 10,600 21,500 40 137 287 541 1,110 11660 3,210 5,110 9,030 18,400 50 122 255 480 985 1,480 2,840 4,530 8,000 16,300 60 110 231 434 892 1,340 2,570 4,100 7,250 14,800 80 101 212 400 821` 1,230 2,370 3,770 6,670 13,600 100 94 197 372 763 1,140 2,200 3,510 6,210 12,700 125 89 185 349 716 1,070 2,070 3,290 5,820 11,900 150 84 175 330 677 1,010 1,950 3,110 5,500 11,200 175 74 155 292 600 899 1,730 2,760 4,880 9,950 200 67 140 265 543 814 1,570 2,500 4,420 9,010 250 62 129 243 500 749 1,440 2,300 4,060 8,290 300 58 120 227 465 697 1,340 2,140 3,780 7,710 350 51 107 201 412 618 1,190 1,900 3,350 6,840 400 46 97 182 373 560 1,080 1,720 3,040 6,190 450 42 89 167 344 515 991 1,580 2,790 5,700 500 40 83 156 320 479 922 1,470 2;600 5,300 550 37 78 146 300 449 865 1,380 2,440 4,970 600 35 73 138 283 424 817 1,300 2,300 4,700 650 33 70 131 269 403 776 1,240 2,190 4,460 700 32 66 125 257 385 741 1,180 2,090 4,260 750 30 64 120 246 368 709 1,130 2,000 4,080 800 29 61 115 236 354 681 1,090 1,920 8,920 850 28 59 111 227 341 656 1,050 1,850 3,770 900 27 57 107 220 329 634 1,010 1,790 3,640 950 26 55 104 213 319 613 978 1,730 3,530 1,000 25 53 100 206 309 595 948 1,680 3,420 1,100 25 52 97 200 300 578 921 11630 3,320 1,200 24 50 95 195 292 562 895 1,580 3,230 1,300 23 48 90 185 277 534 850 1,500 3,070 1,400 22 46 86 176 264 509 811 1,430 2,930 1,500 21 44 82 169 253 487 777 1,370 2,800 1,600 20 42 79 162 243 468 746 1,320 2,690 1,700 19 40 76 156 234 451 719 1,270 2,590 1,80019 39 74 151 226 436 694 1,230 2,500 1,900 18 38 71 146 219 422 672 1,190 2,420 2,000 18 37 69 142 212 409 652 1,150 2,350 Note: All table entries are rounded to 5 significant digits, (54:Table 6.3(d)) 2017 Edslom Application This compact two-stage regulator is designed to reduce container, pressure down to 11" w.c. delivery pressure. It is ideal for "on-site" llEf® cylinder applications, mobile homes and average domestic service including small ASME and 100 to 420 pound DOT cylinders. Ceatmes • Incorporates integral relief valve. • With 15 PSIG inlet pressure, regulator is designed to not pass more than 2 PSIG with the seat disc removed. • Large vent helps prevent blockage and has %' F. NPT for vent Piping. • Compact size allows for easy installation — especially under container hoods and within collars. • Vent on the first stage is consistently in the down position. • Built in pressure taps on both first and second stage regulators have plugged X' F.NPT outlets. Plugs can be removed with a 3/16• hex alien wrench. Select brown finish. lS`1a:.-. i Body (First Stage) .................................................. Zinc or Brass Body (Second Stage) .......................................... Die Cast Zinc NozzleOrifice....................................................................... Brass Song.................................................................................... Steel Valve Seat Disc ................................................... Resilient Rubber Diaphragm ........................ Integrated Fabric and Synthetic Rubber Y'• F. NPr 647404144 1IA4O411111M w.� eNm ri. 1 NPr fm ffW stege vein W� .A'$ i. 44• AM, MtMM ., ar Pressure. ARM AM 10D Rego Dr. Elm. NG 27244 uSA w.w.,q*,a�.c .,(336)"9-7707