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HomeMy WebLinkAboutSUBMITTED PAPERSDate: Fee Due: 0o� Im St. Lucie County Building & Zoning 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 Tel. 561462-1553 SPECIALTY PERMIT APPLICATION 490 St c/eyry�o ❑ Electrical 46Plumbing ❑ HVAC ❑ Fence @ 0041, ❑ Shed ❑ Demolition ❑ Gas ❑ Siding See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: 02 kl U ©Qy— M - -" <7 '2 2. Parcel -ID Number: 3 ip (CO a no (4 0 ©coo • W�lCi�.' �r7 ' i"v�KM% 0 �o 1 3. Doscription of Project or Work Activity: 4. Owners Informatr(ion --II 5. Contractors Information Name: C i-90�8 .1oc.Ary-1,2.S FL Reg/Cert #: C V C, D5 Wn 37 Address: _ 0211(� Q�t . � 1' � County Cert#: cID57 City: Vn' k ,exc- State: Business Name: Zip: aJO(L(�%( Phone: 7?� :51� I B fy Phone LkAaw3Fax `-t�olt� 74 �% nn OS • 6. Value of Construction: $ q OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. b � z VICIL<< PRINT QUALIFIERS/OWNERS NAME ( SIGNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF-Lc,t,��t ACKNOWLEDGED BEFORE ME THIS O� 5 DAY OF 20-1 BY� lQ `F L IC�WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS ID'EnnNTIFICATION. (seal) Seal SIG ATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC \ St. Lucie County Specialty Permit Application rev. 8/25/05 dmg COMMISSIO NUNTER a�,.j�Viy"'�••,,��' AMBER FRANKLIN -Notary Puelic -State of Florida• •_ My Comm. Expires Oct 31, Commission #F EE 7947- h° .� Bonded Tlrouph Natbnal Notary UP J Property Appraiser - St.Lucie Coij,"�„ FL Page 1 of 1 r PROPERTY RECORD CARD Clifford Barnes Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print y Property Identification Site Address: 2110 OAK DR ParcellD: 1436-602-0040-000-2 \�,,VUCIEC0�2 Sec/Town/Range: 36:34S:40E Account#: 12209 ��/ Tk Map ID: 14/35N RS-4 Land Use: SF Res City/Cnty: St Lucie County �! Zoning: Ownership and Mailing Legal Description Owner: Clifford Barnes REV PL OF FORT PIERCE SHORES -UNIT 5- BLK 43 S 1/2 OF LOT 3 Address: 2110 Oak Dr AND ALL LOT 4 (OR 534-2626) Fort Pierce FL 34949-1507 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 247100 Land Value: 150700 Acres: 0.39 3/1/1987 55000 00 CV 0534 / 2626 Assessed: 141820 Building Value: 96400 Ag.Credit: 0 Finished Area: 2630 SgFt Exempt: 50000 Taxable: 91820 Taxes: 2112.82 BUILDING INFORMATION Exterior Features View: RoofCover: TN - Metal RoofStruct: GA - Gable ExtType: HB - HB YearBlt: 1988 Frame: Grade: B - B EffYrBlt: 1988 PrimeWall: CB - Cedar Bd/Btn StoryHght: 0020 - 2 Story No.Units: 1 SecWall: Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FUIIBath: 2 HeatType: FHA - FrcdHotAir AvgHt/Fl: 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 Qua]. Cond. YrBlt. No. Land Use Type Measure Depth DWC - Driv-Concret Y 1 720 AV AV 1988 1 0100-SF Res 228 -Front Ft 135 125 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/prc.asp?prclid=143660200400002 7/6/2011 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE' TNTY FILE # 3592033 OR �� )K 3293 PAGE 1732, Recorded 05/13/2at 02:50 PM i NOTICE OF COMN ENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with to 713, ap Florida statutes the following information is provided in the Notice of commencement 1. oz— D&SCRWUON OF PROPERTY (Legal description and street nddass) TAX FOLIO NUMBER: 6040O D `J ' Z 2. GENERAL DESCREMON OF LMl 3.OWNER DWORMA770N: a. ,CT_—JOT BLDG d2Q Lwl' V Q i t? r�.Q t F� �iFdt l! Gam_ a inorars ie ptopa�y��r • d. Name and address of fee simple titleholder (if other than owns) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBFJt So lair En o r a e C..S�ow. C ilot7 Smctlhne 1 LL3PA a F74 D11- S. SURETY'S NAME.ADDRFSS AND PHONE NUMBERANDBONDAMOUNT: 6. L MMIS KAMP. A!!Dil°ESS A.*$D!E^.l�..i.'i,^.n;.' t: 7. Petttam within theSlaeeofFladda designated byOwnernpon wbomnod=arothrrdocamentnmaybe served as ptovidedby Section 71313 (1xa) 7.. Florida Striates: .NA ADDRMAND FWM NE%gwC& S,fitaddidtneohimselforhersWOwnerdesigmeesthe following toreceive aeepyofealiere enor'alloticeSection 713.13 (1xb).FJoalda Statutes: ��n NAtitB, AWR= AMID PWM NwmM 9.ExpirvifiandaftafnadmefcammenwaIgnt(theelphationdabLIYew fiomthed+eeofreootdioguohmaa0knadatei 911. 490wr:or Plat NavenerdProddesw0j ey'a'I1er1ww StaeeaP . CQgt,.�1..0tGt.JLI gIIte iorrBtlgght t tam ad � bdbsa toe thb % 8 nay of LW% 30 l .:•bsL�rd . g�rn � era_-o��.l�' :l OfPtnoo) : c4pe of who ity-- s- pomm oR'ioe: haoea Mm7iuset) ' LtoecfP"anbebaKafwbomiashnwaaereotted) AnemByliaoww'�nrptodttoedAte afIDe WELLE P. HORNSBY MY COMMISSION a Ou V97 8 Aw __l/]�EXPIRES:MUyu+t2r2ota BwdW Thou Ndry PARRti�eoiNotayPabSc) R(SigmattedNatttry ) - ter' iy 6� dim s s I that I have read ete soregaamg am erne me srti in it ate lew b 9w bcd aany kntt.ledae atd 't�'e(')efOwia(a)atrOwae(aYAtaAiasii� wlMalpaioiwe . .-P- 0_Finihi Date, FLORIDA SOLAR ENERGY CENTER 1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922-5703 (321) 638-1000 Approved Solar Energy System FSEC # S9202 Approval Date: OCT 2006 Revision Date: MAY 2007 DISTRIBUTOR SYSTEM Solene SolenelCorona 40PV 927 Fern Street, Suite 1500 Altamonte Springs, Florida 32701 This system was evaluated by the Florida Solar Energy Center (FSEC) in accordance with the Florida Standards Program For Solar Domestic Water and Pool Heating Systems (FSEC-GP-7-80) and was found to meet the minimum standards established by FSEC. North South/Central The calculated Florida Energy Factors for this system are: 4.2 4.7 Description Collector Manufacturer Model Number Units Total Rating (Btu) 1. Solana SolenelCorona SLCO-40 1 • 37,900 2 3. 4. Tank Manufacturer Model Number Capacity (gal) Type: Direct 1. Lochinvar FTA-082K 80 2. Rheem 81 R_V80-1 80 3. 4. Pump Manufacturer Model Number Power Draw (Watts) Rated Power 1. E1 Sid SIDIOPV 5 1/100 H.P. 2. March 809BR-24VDC 15 1 /100 H.P. 3.!� 4. �■■ nu / '� Controller Manufaculdrm � MWdW NUMISr Type: Photovoltaic 1. Solarex SA-10 2, Millanhem MI -in //0 + 4/ 3. Freeze Protection 1. Freeze prevention valve 2. Manual drain down 3. ST. LUCIE COUNTY nIVIRION REVIEWS r0H&;'JM Nun REVIEWED 61 DATE PEA14SA&UPERMIT MUST BE KEPT ON JOB OR Other Major Components NO INSPECTION WILL BE MADE 1. 2. If further information is required you may contact the Florida Solar Energy Center at the above address. MODEL SLCOUPV P MODEL SLCO32PV-S ----------------------------------- ----------------, 1 1 , 6 , 1 1 1 ©, R tt7 . f- 3Nf1N2fN3821YtOS l0 0 ILA I s e SOLENE COLLECTOR GENERAL NOTES: 1. COLLECTOR CONNECTIONS SHOWN HAVE BEEN DESIGNED IN ACCORDANCE TO RESIST WIND LOAD DESIGN PRESSURES OUTLINED IN THE 2007 FLORIDA BUILDING CODE WITH 2O09 SUPPLEMENTS. 2. BOLT SIZE AND EMBEDMENT LENGTHS ARE BASED PER HE LATEST "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND FASTENINGS". ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE (S.Y.P.) WOOD AS EMBEDMENT MATERIAL. 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE CONSIDER A MAXIMUM 45 DEGREE SLOPE IN SCHEDULE. ALL CONNECTIONS ARE DESIGNED NOT TO EXCEED 30"-0" MEAN ROOF HEIGHT. 4. WIND TUNNEL TEST DATA FOR THESE CONNECTIONS AND ASSEMBLIES HAVE BEEN COMPILED BY TEXAS A&M UNIVERSITY, COLLEGE STATION, TX AND IS AVAILABLE HRU HELIOCOL, INC. WIND LOAD CALCULATIONS ARE AVAILABLE THROUGH HELIOCOL, INC. REPORT OR #SL-3. 5. ALTERNATELY, EACH BRACKET MAY BE FASTENED TO HE COLLECTOR WITH (2) a" SELF TAPPING SHEET METAL SCREWS PER BRACKET OR g' ST. STL T-BOLT (MIN. 4 BRACKETS PER COLLECTOR) 6. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511. 7. ROOF PITCH > 7 TO 27 DEGREES. WIND SPEED DESIGN LOAD DESIGN LOAD DESIGN LOAD # OF BOLTS -BRACKETS (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3 (PSF) PER COLLECTOR 110 26.0 39.5 61.0 (4) 8" DIA. - (4) BRCK. 120 31.1 47.0 72.5 (4) 8" DIA. - (4) BRCK. 130 36.4 55.2 85.1 (4) 8" DIA. - (4) BRCK. 140 42.3 64.0 98.7 (4) 8" DIA. (4) BRCK. 150 48.44 73.5 113.4 (4) 8" DIA. - (4) BRCK. SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) PRESSURES WITH EXPOSURE C, IMPORTANCE 1, ENCLOSED BUILDING AND h < 60'-0" PER LATEST ASCE "MINIMUM DESIGN LOADS OR BUILDING AND OTHER STRUCTURES" EFFECTIVE WIND AREA IS (4'4" X 10'-0") 40 SF AREA ON COLLECTOR INSTALLATION OF COLLECTORS SHALL BE CENTRALLY LOCATED ON ROOF, ZONE 3 REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL GABLE ROOF W HIP u i SC-3/If F p1D�%'/�0b`� ROOF DECKING NOT SHOWN FOR CLARITY WOOD TRUSS TYP. SOLENE MOUNTING BRACKET WITH LIFT KIT ASSEMBLY. REFER TO DETAIL PER SPECIFIC CONDITION HIS SHEET SOLENE MOUNTING BRACKET - WITH LIFT KIT ASSEMBLY. REFER TO DETAIL PER SPECIFIC CONDITION THIS SHEET 'yr. SECTION SOLENE ODETAILo2THIOSR. SHEETR TYPICAL SHINGLE - TILE ROOF CONNECTIONS PLAN / SECTION 2 SCALE: e'=1'-0" SHINGLES SOLENE COLLECTOR TYP. SOLENE ALUMINUM �ooF SL-3 SOLENE COLLECTOR MOUNTING BRACKET lb SOLENE ALUMINUM g" DIA. ST STL ALL-THRD ° MOUNTING BRACKET ROD WITH NUT - 0 ° 0 ° WASHERS MAX. 3'-0" SOLENE COLLECTOR. REFER ROOF SEALANT O.C.-LOCTITE ALL NUTS O ic2 TO DETAIL 2 THIS SHEET. TYP TYP. ALL CONNECTIONS ROOF SHINGLES TYR , SOLENE COLLECTOR. REFER #2 S.Y.P. WOOD j TO DETAIL 2 HIS SHEET. ROOF TRUSS WOOD BEYOND SHEATHING TYPICAL COLLECTOR ROOF LAYOUT - WIND ZONES FOR HIP AND GABLE ROOF TYPES NOTES - SCHEDULE- PLAN 1 SCALE: e"=1'-0" SL-3 WOOD SHEATHING TYPICAL METAL/SHINGLE CONNECTION DETAIL SCALE: 1 z"=1'-0" SL-3 31' DIA. ST STL LAG BOLTS-3" EMBED. TYP. EACH SOLENE BRACKET CONNECTION TYPICAL LIMITED SPACE OPTION TYPICAL WOOD SPANNER OPTION CONNECTION DETAIL - FOR UNALIGNED TRUSS - BRACKET 4 CONNECTION DETAIL 5 SCALE: 1 q'"=1'-0" SL_3 SCALE: 1 Z'=1' 0" SL-3 LEGEND: ST.-STAINLESS PLCS: PLACES STL.-STEEL U.N.O.-UNLESS OTHERWISE NOTED TYP.-TYPICAL O.C.-ON CENTER S.Y.P.-SOUTHERN YELLOW PINE DIA.-DIAMETER ALUM. -ALUMINUM MIN. -MINIMUM EMBED. -EMBEDMENT MAX. -MAXIMUM SOLENE COLLECTOR SOLENE ALUMINUM MOUNTING BRACKET 8' DIA. ST STL LAG BOLTS 3" EMBED. TYP. EACH BRACKET CONNECTION SOLENE 3X3X$ - 4" ALUM. 6063T6 W/ 1" DIA. X 16' `-'" \� INSERT "LIFT KIT" `sr ASSEMBLY ' m WOOD SHEATHING a #2 S.Y.P. WOOD ROOF TRUSS TYP. ROOF SEALANT TYP. FLAT OR BARREL TILE TYP. PRO]ECf: TYPICAL FLAT TILE - BARREL TILE ROOF CONNECTION DETAIL r6 SCALE: 1 z"=1"-0° SL-3 NOTE: CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT" ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH APPROVED ROOF MATERIALS. SOLENE COLLECTOR SOLENE ALUMINUM MOUNTING BRACKET 8" DIA. ST STL LAG BOLTS-3" EMBED. TYP. EACH SOLENE BRACKET CONNECTION WOOD SHEATHING #2 S.Y.P. WOOD ROOF TRUSS BEYOND ROOF SEALANT TYR I ROOF SHINGLES ROOF SEALANT TYP. TYP. / #2 S.Y.P. WOOD ROOF TRUSS TYP. - 2X PT S.Y.P. WOOD OR ALUMINUM UNISTRUT S.Y.P. 4X LOCATE BETWEEN TRUSSES CONT. ALONG PANEL AND NAIL WITH 4-16D NAIL PATTERN AT EACH END TO WOOD TRUSS z 0 G w z z 0 z O x J LL di O F_ Lu w ~ 0 U Z ¢ U %u J O O O 0 � a a a DATE 1 11-2010, DRAWN BY:. MAS CHKD BY: MAS REC. N0. # 29127 \ SCALE AS NOTED DRAWING•#` SHEET 1 OF 1 3/zr�r 4ICHAEL A. SNDNEY PE