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HomeMy WebLinkAboutSUBMITTED PHOTOSProperty Appraiser - St.Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Danal C Bowker Record: 1 of 3 ­Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 5307 Buchanan Dr E ParcellD: 3402-602-0037-000-9 A& Sec/Town/Range: 02 :36S :40E Account #: 36486 :< Map ID: Land Use: SF Res Zoning: RS-3 RS-3 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Danal C Bowker INDIAN RIVER ESTATES -UNIT 1- BLK1 LOT 38-LESS N 6 FT- AND Address: 5307 Buchanan Dr ALL LOTS 39,40 AND 41 (MAP 34/02S) (OR 386 Fort Pierce FL 34982-7478 More... Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 155200 Land Value: 58100 Acres: 1.78 10/1/1982 20500 01 CV 0386 / 0543 Assessed: 155200 Building Value: 97100 Ag.Credit: 0 Finished Area: 1477 SgFt Exempt: 50000 Taxable: 105200 Taxes: 2390.92 BUILDING INFORMATION Exterior Features View: RoofCover: TN - Metal RoofStruct: GA - Gable ExtType: HC- - HC- YearBlt: 1983 Frame: Grade: C- - C- EffYrBlt: 1983 PrimeWall: CB - Cedar Bd/Btn StoryHght: 0010 - 1 Story No.Units: 1 SecWall: Interior Features Bed Rooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1 /2Bath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth 1 0100-SF Res BI -Front Ft 258 300 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prclid=340260200370009 8/4/2011 C. GOVERNING CODES 1. 2007 FLORIDA BUILDING CODE (INCLUDING 2009 REVISIONS) 2. 2008 NATIONAL ELECTRICAL CODE PHOTO —VOLTAIC SOLAR ENERGY SYSTEM INSTALLATION NOTES: THIS PLAN GIVES SITE -SPECIFIC INSTALLATION DETAILS FOR A PHOTOVOLTAIC (SOLAR ELECTRIC) SYSTEM TO BE INSTALLED AT THE LOCATION SHOWN HEREIN. THE SOLAR MODULES SHALL BE THE NUMBER, MAKE AND MODEL LISTED. THE CONTRACTOR SHALL INSTALL THE PHOT-VOLTAIC SOLAR ENERGY SYSTEM IN ACCORDANCE WITH ALL MANUFACTURER SPECIFICATIONS. IF A CONFLICT EXISTS BETWEEN THE SPECIFICATIONS HEREIN AND THE MANUFACTURER'S SPECIFICATIONS, THE MANUFACTURER SPECIFICATIONS SHALL GOVERN. THE HOLD DOWN ANCHOR BOLTS SHALL BE 3/8th INCH DIAMETER CORROSION RESISTANT 316 STAINLESS STEEL BOLTS THRU PANEL ANCHORING HARDWARE DOWN INTO ROOF TRUSSES OR OR BLOCKING. ANY BLOCKING USE SHALL BE CONNECTED TO TRUSS TOP CHORDS WITH TWO (2) 3/8" DIA. THRU BOLTS (MIN. GRADE 5, 2" MIN. END DISTANCE, 5" CTC SPACING. ACCEPTABLE ALTERNATIVES INCLUDE: 1. HOLD DOWNS MAY BE LAGS ACHIEVING 3-INCH MIN. THREAD EMBEDMENT IN TOP CORD OF TRUSSES OR 4" X 4" X 9" WOOD SOUTHERN PINE /1 WOW BLOCKING. 2. MIN. 3/8" DIA. J-BOLTS HOOKING THE TRUSSES OR BLOCKING 3. 316 STAINLESS STEEL 3/8' DIA. ALL -THREAD RODS THRU 4" X 4" X 9" LONG SOUTHERN PINE j1 WOOD BLOCKING. CENTER -TO -CENTER ANCHOR SPACING ON EACH LENGTH MOUNTING RACK SHALL BE 24 INCHES IN PRESSURE ZONE 3, 48 INCHES IN PRESSURE ZONE 2 AND 72 INCHES IN PRESSURE ZONE 1. THERE SHALL BE TWO PIECES OF ANCHOING RACKING UNDER EACH PV MODULE. THE PV MODULES SHALL BE INSTALLED IN THE NUMBER OF PARALLEL STRINGS AND NUMBER OF SERIES PV MODULES IN EACH STRING AS DETAILED HEREIN. THE MODULES MAY BE ORIENTED HORIZONTALLY OR VERTICALLY AT THE CONTRACTOR'S OPTION. WIRING SHALL BE INSTALLED AS PER WIRING DETAIL ON THIS PAGE. ALL CONTRACTOR AC & DC WIRING SHALL USE MINIMUM 10 AWG COPPER OEM WIRING AND HARNESS. REGARDLESS OF WARE SIZE, ARE ACCEPTABLE WHEN APPLIED TO THE OEM USE INTENDED SUCH AS PV-MODULE CONNECTIONS. PROPOSED PV PANEL LOCATION 2 STRINGS OF 9 PANELS EACH PROPERTY LOCATI❑N (5307 BUCHAN❑N DR,, PIERCE SCALE, NTS Flat Roof HIP Roof (70< 0 5 27°) he cc 3 co Z W co F= p U [tip, W O tr cc CC a U O sIII— W a W W co W Zi - PV-MODULES PRODUCE ELECTRICITY WHEN EXPOSED TO SUNLIGHT. KEEP COVERED WITH OPAQUE MATERIAL UNTIL ALL HARING IS COMPLETED. Gable Roof (0:5 70) Gable Roof (70< A 5 450) - TWISTED (WIRE NUT) CONNECTIONS ARE NOT PERMITTED FOR DC WIRING. USE OEM PLUG CONNECTOR HARNESS BETWEEN PV MODULES. TERMINATE IN WATERTIGHT JUNCTION OR COMBINER BOXES WITH SCREW TERMINALS/ BUSSES AT THE ELECTRICAL OUTPUT END OF THE Interior Zones . End Zones ■ Corner Zones STRINGS -MULTIPLE STRINGS TERMINATE IN ONE BOX. Rowe - zone 1AValis - Zone 4 Roofs - zone Malls - Zons 5 Ropy Zone B - MAKE SOLID MECHANICAL CONNECTIONS TO ENSURE ELECTRICAL CONDUCTIVITY BETWEEN ALL PV MODULE ENCLOSURES AND FRAMING MEMBERS WITH NO ELECTRICALLY ISOLATED DESIGN PRESSURES (140 MPH WIND. EXPOSURE C) COMPONENTS, USE #10 AWG BARE COPPER WITH SCREWED CONNECTIONS FOR BONDING JUMPERS AS NEEDED. OEM APPROVED BONDING/GROUNDING DEVICES ARE AN ACCEPATABLE DESIGNED IN ACCORDANCE NTH 2007 FLORIDA BUILDING CODE (INCLUDING 2009 REVISIONS & SUBSTITUTE WHEN INSTALLED PER OEM INSTRUCTIONS. ASCE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-05) - DO NOT LEAVE LOOSE UNSECURED WARES/ HARNESS BETWEEN PV-MODULES, TIE TO THE ROOF PHOTOGRAPH SOUTH SIDE MOUNTING RAILS NTH UV RESISTANT ZIP TIES OR APPROVED WIRE CUPS IN NEAT, SCALE- NTS DEAD LOAD = 3 PSF � PROFESSIONAL MANNER. PRESSURE ZONE 1 = +23.5 PSF AND -38.5 PSF - USE APPROVED MEANS AND METHODS PER 2008 NATIONAL ELECTRIC CODE (NEC).' PRESSURE ZONE 2 = +23.5 PSF AND —85.3 PSF - ADHERE TO ALL APPLICABLE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE PRESSURE ZONE 3 = +23.5 PSF AND —65PSF (INCLUDING 2009 REVISIONS). 3705-1 .3 - ADHERE TO MEANS & METHODS OF NRCA ROOFING & WATERPROOFING MANUAL TO ENSURE NO ROOF LEAKS. _ ,A - FILE COP NOTES: a 1 1 PRESSURES SHOWN ARE APPLIED NORMAL TO THE SURFACE, FOR EXPOSURE C, BUILDING HEIGHT < 30 FT., IMPORTANCE °^^ FACTOR - 1, AND K - 1.0. PRESSURES ARE BASED ON TRIBUTARY AREA OF 65"X39" PANELS. ZT 2. PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY. 16' MAX - - 3. FOR HIP ROOFS WITH ANGLE < OR = 25 DEGREES, ZONE 3 SHALL BE TREATED AS ZONE 2. 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN, VALUE MAY BE INTERPOLATED, OTHERWISE USE THE VALUE Moo`e - 32.3• MIN. ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA. 3' 5. NOTATION: 16' MAX _ a: 10 PERCENT OF THE LEAST HORIZONTAL DIMENSION OR .4h, WHICHEVER IS LESS, BUT NOT LESS THAN EITHER wkwoey up I5.09 4% 0 LEAST HORIZONTAL DIMENSION OR 3 FT. 11YLLL W+1+r 24 A' h: MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR ROOF ANGLES < THAN 10 DEGREES. 0: ANGLE OF PLANE OF ROOF FROM HORIZONTAL, IN DEGREES. 6. DESIGN IS SUITABLE FOR HIGH VELOCITY HURRICANE ZONE (HVHZ). (lJ D CLAMP MID CLAMP ENBaekV— AA �� ��E ® t� /B- 3� �$S HE7(XBaT CONCEALED FASTENERS OR ATTA PpLPowerIMI-p..,NS71 225 am 235 1/a-m P9MNr0Mpa rokralcra,,, 13M D7.3 aka a+3 a.3 a+3 FLANGE RUT MrenunPpwe b epe-9 V �. 2"3Q1 311e 3a7 ARE THE RESPONSIBIUTY OF Maul-mm Pave Cm I.(A) 7.66 7.72 731 739 798 3/8-16 clod Ek061 Vdmpe' a(VI 369 37D 37.1 371 373 SS FLANGE NUT / CONTRACTOR OF RECO SMrtCirtW Cu,-e-M-IKW 62D 323 $31 837 6.47 Module EMdency AM 137 141 1" ILA 151D 0,75 Vduesm Sm rd Ten Condloona STC W-Mm AMI5, ftdance I DWW/a'. CelTnnpeutue 25C3 1/4 20 T-BOLT �Mo ai,wP MD CL MP s 1. oek Ind- I.�E.n SOLAR MOUNT RAIL �e aon 6DaeMelol #' ® pD N, '•. SCALE, NTS Moduledl-nenDon 64.95.3935.IS79cees116S0.992x4Oa ) T•ap•alme Cnellkle„talP,,. .oNswe O Is SOLAR MOUNT HEAVY DUTY � 431bp93k9 re,.veM-CdaAleen,ofV� D35XC �- \�� ♦`♦ 'L.•' CE •'• RAIL TOP MOUNT CLAMPS GM, °" ". '�. °' "32" T"opeem c mkk4o1 D661VC •• \,` N" E— MaltedN lu,oaeo7 • SCALE, NTS 3.90. vas teed (lperMbWTemp-sh. <D-+BSC • • • uoMsr a:r.;:_ rnoco.onakr 1Mdo9rcaele°°Darc+,es'tan�,'1. mwo`„"'n 5rnl",\tk9e 6074C • No •42 ISA 082 TRINA TSM-225PA05 MODULE - 225W SERRATED L ROOF T SCALE, NTS SCALE, NTS VATE OF NOT VALID T THE SIGNATURE ANXI ... TNS TODD N. SMITH, P.E. INC.,�••�-•- ORIGINAL R�Qs EA A FL RWA • � TNS B K E R RESIDENCE r T.r a awaw .c r ..sw 9a am ate; „, ;� w� LICENSED EN R (� :M, Mr a�3aea M .3I,. M- .e •.-� • • , s • oraae TNS 121 HINCHMAN AVE. a \ SPh. (7 2) 8 8 SOLAR ELECTRICAL SYSTEM %..�T ` Ag S .. ,.. r +..Ma �� •"R JULY 2011 Na Ph. (772) 589-8 S=Imo+, K;. /1 +�eA AS SHOWN 11111111 BALE REVIS ONS 5307 BUCHANAN DR., FT. PIERCE, FL.. TODD N. sMl I H, P.E. #42082 w C> IIII- LU W tr at O _Z 4 CA W W Uj in -I: CID SYSTEMS NOTES 1. AN EXTERIOR LOCKABLE DISCONNECT SWATCH RATED 120/240VAC-60A, GENERAL -DUTY NON -FUSED MAY BE REQUIRED BY UTILITY SERVICE PERSONAL. THIS IS NOT AN NEC OR UL REQUIREMENT, CHECK WITH LOCAL UTILITY. 2. SOLAR READY CAN SERVE AS SUBPANEL FOR DEDICATED LOADS -AC NEUTRAL MUST BE BONDED TO GROUND, IF SEPARATED SUBPANEL IS NOT USED. 3. MAXIMUM PV ARRAY INPUT NOT TO EXCEED 4050W. SOLAR ARRAY CONSISTS OF TWO STRINGS OF 9 TRINA SOLO 225W PANELS PER STRING. INVERTERS ARE ENPHASE M190 MICROINVERTERS. 4. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2006 NATIONAL ELECTRICAL CODE. 5. REFER TO 2006 NATIONAL ELECTRICAL CODE FOR ALL REWIRED SIGNAGE. SEE DETAIL ON THIS PAGE FOR SOME EXAMPLES OF REWIRED SIGNS. 6. ALL ASPECTS OF THE ELECTRICAL WORK REQUIRED TO INSTALL THE PV SYSTEM REPRESENTED IN THIS DOCUMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS, AS WELL AS ALL LOCAL, STATE AND FEDERAL CODES, STATUTES AND STANDARDS ADOPTED BY THE STATE AND LOCAL AUTHORITY HAVING JURISDICTION. 7. THE WIRING DIAGRAM ON THIS PAGE IS A TYPICAL REPRESENTATION, CERTAIN DETAILS OF THE PRODUCT MAY DIFFER, REFER TO OEM LITERATURE, WHICH SHALL PREVAIL. THE ROOF PANEL LAYOUT ON THIS PAGE DOES SHOW THE EXACT PROPOSED NUMBER OF STRINGS TO INSTALL IN ACCORDANCE WITH THE WIRING DIAGRAM HEREIN. REQ'D SAFETY SIGNAGE SCALE: NTS ENPHASE SUPPLED CABLE S/W# 153004 WEATHER PROOF 2 GANG BOX �Jm #10 AWG THHN-2 IN CONDUIT i 1 I I /60HZ METER I i M UTILITY i oI ......■.... ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ MESS■■■■■■■ MESS■■■■■■■ ........... ■■■■■■■■■■■ ■■■■■■■■■■■. ■■■■■■■■■■■ ■■■■■■■■■■■i ■■■ESE■■E■■ ■■■S■■■■E■■rF ■■■■■■■■■■■■■EE■EE■■EM■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■mono■■■�E� ■■■■M j • M190 OR ° m .........■. ■■■■■■■■■■■ m- � I moommommoot Mon ON ME nommosommso sommossomms mommommoom ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ©I WIRING LEGEND I5A/24OVAc CIRCUIT °�. AC WIRING BREAKER .._.. .._.._.._ ._... ° BLACK (Lt) ° �.._.. .._.. _.. ... �. _. WHfTE (NEUT) 8 TO �.._.._.._.._.._.._.._.._.._ RED (L2) ROUTER COMM BLU (GND) GATEWAY SUN WISE GTS SYSTEM - M190 INVERTER PV GRID TIEWIRING DIAGRAM ...... . ....., SCALE, NTS LOAD CENTER GND OR SUBPANEL ROD CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO QOMPV WltH A" AP0LI0A9I. _ 9909. 7 -y' zzf2lf � Ouse ;W- ST. LUCIE COUNTY BUILDING DIVISION REVIEW FOR CO REVIEWED BY DATE •05" it PLANS AND P RMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE SOLAR PANEL LAYOUT w SCALE: 3/18' - 1'-0' w O� N. S ,••\,�G E NS•••y,', F No.42082 •; STATE OF TODD N. SMITH, P.E. INC. 121 HINCHMAN AVE. SEBASTIAN, FL. 32 Ph. (772) 589-8 �i 0 WK 1J R RESIDENCE SOLAR ELECTRICAL SYSTEM 5307 BUCHANAN DR., FT. PIERCE, FL.. . » • •�-» -� r., w t �f"'"�* ` ••�• "'� �r`"""'� ":�:,'N••"' ... "M "� � `•`"" .�+�. u w wnw .►,c NOT VALID WITH06TFjr•3ilATURE ANDp,THE• ORIGINAL RAISED 3�AL�F' 0, F(PR#j 10 , ' ' LICENSED ENGINEER * s�� + • C7� ^• • • • �••`t+ < i+L TNS .�� TNS TNS _ w DULY 2011 Na DATE oescw1m AS SHOWN REVISIONS TDDD N. SMITH, P,E. #42082 uar