Loading...
HomeMy WebLinkAboutSUBMITTED PAPERSFee Due: ' /``) • 0--) I Receipt# " /X/(n 1, I Pe.....t # St. Lucie County Building & Zoning 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 S'C Tel.561-462-1553 B SPECIALTY PERMIT APPLICATION C%c O ❑ Electrical Plumbing ❑ HVAC ❑ Fence ❑ Shed ❑ Demolition ❑ Gas ❑ Siding See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: 2. Parcel ID Number: 31� Q a to 0 q 0 c--7)q 000 e Office Use Only Section Township Range Map Page Zoning Land Use Initials 3. Description of Project or Work Activity: SQ �01.)r P©O 1 olecjt�C\ 4. Owners Information Name: l nc.—S v Ae D".Renr��`� Address: (0Q7 R 0 C- L y e- 5. Contractors Information FL Reg/Cert#: C� C, Q 5 (2(D 3-7 County Cert#: 9057 City: J�&r-k- Pc2X c.'f__ State: JE 7(" BusinessName:��� me: �tA (g� Zip: 3LJcPhone:31 5-)25DgIZ Phone 40Fax 4(p(o oC� 6. Value of Construction: $ y ( I a 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 withallapplicable laws regulating construction and zoning. PRINT QUALIFIERS/OWNERS NAME r SIGNATURE OF QUALIFIER/OWNER S+ 1S�T "ATE OF FLORIDA, COUNTY OF � � LkA61 � ACKNOWLEDGED BEFORE ME THIS � I DAY OF 20� BY �•Q Y`� ZCMJ Icy! WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER AMBER FRANKLIN Notary Public - State of Florida • My Comm. Expires Oct 31, 2014 St. Lucie County Specialty Permit Application rev. 8/25/05 drag Commission # EE 7947 '••,,? ;; ;•t° Bonded Through National Notary Assn. (seal) JOSEPH E. SMITH, CLERK OF THE rTPCUIT COURT — SAINT LUCIE COUP " FILE # 3558019 OR BOOK 3265 E 2115, Recorded 02/01/2011 a 0:09 AM A= FLORDING-R"JRN W " '+ NOTICE OF COMMENCEMENT The undersigned hereby given notice thai improvement will be made to ecrtain real property, and in accordance with Chapter 713, Florida statutes the following information is prodded in the Notice of commencemeni. rr-- p /�/�G I. DESCRIPTI OF PROPVRTY (Legal description and street address) TAX FOLIO NUMBER: 3�l0a ltlN O5-lOW I he V��xr SUBDIVISION sBLOCK (0D TRACT LOT Z5 BLDG_ UNYI' bg 2. GENERAL DESCRIPTION OF IMPROVEMENT: 3. OWNER INFORMATION: a. NNameb. Address �()(`) 3 M Or . j e ��r.� P Ci C e �L 3 t{"Qc. interest in d. Name and address of fee simple titleholder (it other than owner)_ 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other document_% may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAMIE, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienoi s Notice as provided in Section 713.13 (I)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different dare is speafied) , 20 >S �O(),�W', Sigmas Owner's Authorized Officer/Director/Partner/Manager Print Name and Provide Signatory's Title/Office State of Florida County of 5+ L -wtl The fore sing insvument was acknowledged before me this 1 day of J ur k�r'! 20 By .I u7 t(1eP,tr' (Type of authority --- e.g. Owner, officer, mister, attorney in fact) (Name of party bn behalf of whom instrument was a ted) Paso ly Known_ or produced the following type of ID: D L M Y A1t70N teuolleN 46not41 papuo8 13.53 0 - 00 -Z- L1•6L 33 * uolatalmuto3 ','a.ol:`4= V OZ'ICW seadr tplrol3 IQI aw n ignattrc tof Notary Public) xv at I have read the foregoing and tha it, �t�e to the best of my knowledge and belief (section 91.5 , Florida Statutes). l LbrjoA ST. LUCIE �r(iJ,l1y Signature(s) of Owners) or Owner's)' Authorized Officer/I) a who signed above-. FAA�{};i HAT THIS IS e - By ORIGINAL COpY Of THE ak rtr. ttrreormm '�e1 VT Ct1�pKr\ Date hG `-t1Fj q IM FSEC CERTIFICATION NUMBERS F± BTU RATINGS FSEC PANEL MODEL Cert # V September 19, 2006 FILE COPY Panel Btu's 9 Heliocol USA Inc - Magen Heliocol 30 00011CIF.I None FPuviypropstabilized Il?:ast;c I ylene L—.—lug Heliocol USA Inc- Magen Heliocol 38 OOOIZC 0 None UV stabilized None 36.68 35100 956 Plastic polypropylene Heliocol USA 0 None UV stabilized Plastic polypropylene None 40.68 38900 956 Heliocol USA Inc - Magen Heliocol 50 98002 0 None UV stabilized None 48.23 46100 956 Plastic polypropylene Heliocol USA Sun ser Inc- Magen MiUV stabilized 00017C 0 None None 40.08 38900 956 Plastic 40 polypropylene Heliocol USA Inc- Magen Sun Miser UV stabilized 9 50 00018C 0 None None 48.23 46100 956 Plastic polypropylene Heliocol USUV stabilized 00084C 0❑ None polypropylene None29.42 Inc 25000 850 �IFEI Heliocol USA --] --] None polypropylene EE�EJEHI None Inc None 41.41 35200 850 Heliocol USA EC:Inc TC50 97010 None UV stabilized Polypropylene None 48.60 41300 850 MedallionUV IMagen Plastic stabilizedMD-30 00019C 0 None None 29.15 27900 956 polypropylene ^"edaL_��101 " '' �D40.68 Magen Plastic 00004C 0 None l� ° stab: !zed None 3890U 956 MD-40 polypropylene �� Medallion Magen Plastic 00005C 0� None UV stabilized None 48.23 46100 956 MD-50 polypropylene Magen Plastic Sun Star 30 00014C 0❑ None UV stabilized one 29.15 27900 956 1polypropyleneF Magen Plastic Sun Star 40 00015C 0❑ None UV stabilized None 40.68 38900 956 polypropylene Magen Plastic Sun Star 50 00016C 0� None [JUV stabilized olypropylene SOLAR POOL HEATING. ENGINEERED FOR LJFE Solar Collectors Feed Line Sensor Mounted Panel Connectors on Roof Automatic Control Vacuum Breaker (optional) Return Line Sensor Wire Sensor Wire Ball Valve k Ball Valve Sensor Wire Sensor 3-Way Valve Pump - Check Valve From Pool Filter To Poo Backup Heater (optional) 1� HC-303 1 / 10 Property Appraiser - St.Lucie Count.- FL Page 1 of 1 PROPERTY RECORD CARD Wayne Bennett Record: 1 of 1 <<Prev Next » Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification �v%JCIE co Site Address: 6003 Birch Dr ParcellD: 3402-609-0595-000-9 G e��2< Sec/Town/Range: 11:36S :40E Account #: 38093 �iQ Map ID: 34/11S Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Wayne Bennett Diane Bennett INDIAN RIVER ESTATES -UNIT 08- BLK 68 LOT 25 (MAP 34/11S) (OR Address: 6003 Birch Dr 3212-438) Fort Pierce FL 34982-7543 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 66100 Land Value: 10400 Acres: 0.23 6/14/2010 104000 0001 WD 3212 / 0438 Assessed: 44285 Building Value: 55700 9/22/2005 38200 01 WD 2376 / 1804 Ag.Credit: 0 Finished Area: 1442 SgFt 11 /21 /1990 4000 01 QC 0717 / 0533 Exempt: 25000 9/21/1988 48000 00 WD 0604 / 0902 Taxable: 19285 2/1/1988 7300 00 CV 0574 / 1617 Taxes: 400.84 11 /1 /1978 0 01 CV 0298 / 2675 1/1/1978 0 01 CV 0280 / 1780 BUILDING INFORMATION Exterior Features View: RoofCover: ExtType: HC- - HC- YearBlt: Grade: C- - C- EffYrBlt: StoryHght: 0010 - 1 Story No.Units: Interior Features BedRooms: 2 Electric: FullBath: 2 HeatType: 1/213ath: 0 HeatFuel: %A/C: 100 %Heated: Special Features and Yard Items Type Y/S Qty. Units Qual. Cond. YrBlt. ENC2 - POOL ENC-AVG Y 1 760 AV AV 1988 SWAY - RES POOL AVG Y 1 392 AV AV 1988 PA01 - POOL DK-AVG Y 1 368 AV AV 1988 FNW6 - WOOD FEN 6' Y 1 180 AV AV 1999 DWC - Driv-Concret Y 1 720 AV AV 1988 FS - Fibrglss Shg RoofStruct: GA - Gable 1988 Frame: 1988 PrimeWall: WS - Wood/Sheath 1 SecWall: MX - MAXIMUM PrmintWall: DW - Drywall FHA - FrcdHotAir AvgHt/FI: ELEC - Electric Prm.Flors: CU - Carpet 100 %Sprinkled: 0 Land Information No. Land Use Type Measure Depth 1 0100-SF Res 215 -Front Ft 80 125 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=340260905950009 1 /31 /2011 A HELIOCOL 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 THE LATEST "NATIONAL DESIGN SPECIFICATION FOR STRESS GRADE LUMBER AND FASTENINGS". ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE (SYP) 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 THRU HELIOCOL, INC. WIND LOAD CALCULATIONS ARE AVAILABLE THROUGH HELIOCOL, INC. REPORT OR #HC-2. 5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511. WIND SPEED DESIGN LOAD DESIGN LOAD DESIGN LOAD # OF BOLTS - CLAMPS (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3 (PSF) PER COLLECTOR 110 26.0 39.5 61.0 4) lq" DIA. - (4) CLAMPS 120 31.1 47.0 75.52 4)1q" DIA. - (4) CLAMPS 130 36.4 55.2 85.1 4) L4" DIA. - (4) CLAMPS 140 42.3 64.0 98.7 4) Lq" DIA. - (4) CLAMPS 150 48.4 83.0 113.4 4) L' DIA. - (4) CLAMPS - 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 FOR BUILDING AND OTHER STRUCTURES" EFFECTIVE DESIGN WIND AREA IS A (4'-0"X12'-6") 50 SF ON COLLECTOR INSTALLATION OF COLLECTORS SHALL BE CENTRALLY LOCATED ON ROOF, ZONE 3 REQUIRES SITE SPECIFIC STRUCTURAL ENGINEERS APPROVAL 2 II _ == HC-2 2 — GABLE EN BUILDIN 2 HELIOCOL COLLECTOR. REFER TO CONDITION ROOF �{ND "1 RFd ZONES "I PER DETAIL THIS SHEET HIP END BUILDING ROOF I z z KK IIEILIPCOL COLLECTOR. EFtO CONDITION ERAILTHIS , ADDITIONAL CLAMPS ARE REQUIRED FOR SURFACES WITH A PITCH OF 10/12 OR GREATER AND HIGN WIND SPEED LOCATIONS. RETURN LINE HIGHEST ELEVATION HELIOCOL SHORT CLAMPS % / (2 MINIMUM) HELIOCOL TUBING CAN BE REPOSITIONED, BST SPACER. SEDONE E NSTALL MANUAL. EEN HEADER DZTYPICALCLAM TO SCHEDULE THI PER DET S ILE `IIZ F HW—HW TYPICAL (5 SCALE: =V-O" 4'-0" 6 4'-0" 4'-0" 4'-0" 4'-0" HELIOCOL LONG CLAMPS END CAP (2 MINIMUM) HELIOCOL (5) COLLECTOR ARRAY ) COLLECTOR ARRAY SCHEMATIC ROOF SEALANT TYP. HELIOCOL SHORT — CLAMP 2'-0" O.C. TYP. HELIOCOL PANEL — RISER SYSTEM TYP. WATER RESISTANT RISER - THK TO BE DETERMINE BY CLEARANCE OF METAL STANDING SEAM IF REQ. 1q" DIA. ST STL LAG BOLTS-3" IMBED. TYP. EACH CLAMP CONNECTION END CAP CPVC-PVC CONNECTIONS BONDED WITH ALL PURPOSE CEMENT SUCH AS "OATEY ALL PURPOSE CEMENT " OR EQUIVALENT I FEED LINE - LOWEST ELEVATION HELIOCOL LONG CLAMP T-0" O.C. TYP, i LEGEND; N STL: TYP.-TY Y 0 R PINE -ALU EMBED. -EMBEDMENT 5.-PLACES D.-UNLESS OTHERWISE NOTED -ON CENTER -DIAMETER MAX. -MAXIMUM NOTE: S5 CLAMP SETSCREW TENSION SHOULD BE PERIODICALLY VERIFIED USING A CALIBRATED TORQUE WRENCH BETWEEN 160 AND 180 INCH -POUNDS (NOT FOOT-POUNDS) (18-20 NM) WHEN USED ON 22 GA STEEL OR BETWEEN 130 AND 150 INCH -POUNDS (15-17 NM) ON 24 GA STEEL. SEE MANUFACTURER SPEC FOR OTHER GAUGES OTHERWISE INSTALLER ACCEPTS FULL RESPONSIBILITY. HELIOCOL LONG CLAMP 2'-0" O.C. TYP. STANDING SEAM / 3i DIA. ST STL BOLT TYP METAL ROOF TYP. a TYPICAL STANDING SEAM METAL ROOF-S5 BOTTOM CLAMP CONNECTION DETAIL �HELIOCOL PANEL / RISER SYSTEM TYP �--� 55-(2) SCREW SETS PER SIDE OF CLAMP TYP. WOOD ROOF WOOD TRUSS TYP. SHEATHING SCALE: 1"=1'FREVIEWED C-2 E COUNTY G DIVISION EWED M NCE N RMIT PT na -Ins -HELIOCOL PANEL NOTE: CTION WILL BE t SfiC c RISER SYSTEM TYP. CUT OUT OR REMOVE LE TO EMB WOOD ROOF RE -INSTALL, RE -FILL AND RE -SEAL TILES AFFECTED WITH TRUSS TYP. APPROVED ROOF MATERIALS HELIOCOL LONG UMASOLAR ALUMINUM HELIOCOL SHORT CLAMP T-0" O.C. MOUNTING CLAMP CLAMP 2'-0" O.C. TYP, FLAT OR BARREL TYP. TILE TYP. ROOF SEALANT TYP. _ _ HELIOCOL PANEL ROOF SEALANT TYP. — RISER SYSTEM TYP. v O/ Ol I ROOF ASPHALT OR �� HELIOCOL PANEL ' ROOF SEAL WATER RESISTANT RISER METAL SHINGLES TYP. '" — RISER SYSTEM TYP. - THK TO BE DETERMINE _ ____�� TYP. BY CLEARANCE OF METAL WOOD WOOD ROOF #2 S.Y.P. WOOD \ STANDING SEAM IF REQ. ' SHEATHING TRUSS TYP. ROOF TRUSS TYP WOOD ROOF / "II ROOF ASPHALT OR TRUSS TYP. 2X PT S.Y.P. WOOD OR ��� - WOOD 4' DIA. ST STL LAG l[, i'',' OO WOOD ALUMINUM UNISTRUT v = BOLTS-3" EMBED. 3 2 3 METAL SHINGLES SHEATHING CONT. ALONG PANEL SHEATHING TYP EACH CLAMP TYPICAL COLLECTOR ROOF LAYOUT - TYPICAL TOP AND BOTTOM ASPHALT TYPICAL WOOD SPANNER OPTION - LIMITED TYPICAL FLAT TILE - BARREL TILE WIND ZONES FOR HIP AND GABLE ROOF SHINGLE - METAL SHINGLE SPACE OPTION FOR UNALIGNED TRUSS ROOF CLAMP TOP CONNECTION TYPES NOTES - SCHEDULE- PLAN 1 CONNECTION DETAIL CONNECTION DETAIL 4 DETAIL 5 SCALE: e"=1'-O" HC-2 SCALE: V=1'-0" SCALE: 1"=1'-0" HC-2 HC-L REFER TO WIND-BOLT/CLAMP SCHEDULE THIS SHEET REFER )-BOLT/CLAMP SCHEDULE THIS SHEET REFER TO WIND-BOLT/CLAMP SCHEDULE THIS SHEET FOR BOLT SIZE PER WIND SPEED AND ZONE. FOR BOLT SIZE PER WIND SPEED AND ZONE. FOR BOLT SIZE PER WIND SPEED AND ZONE. FWOODROOF DIA. ST STL qLAG BOLTS-3" WOOD EMBED. TYP. SHEATHING EACH CLAMP CONNECTION ROOF ASPHALTRUSS TYP. METAL SHINGLES TYP. HELIOCOL LONG 1" DIA. ST STL LAG BOLTS-3" CLAMP T-0" O.C. NBED. TYP. EACH CLAMP TYP. CONNECTION HELIOCOL PANEL RISER SYSTEM TYP ROOF SEALANT TYP. ROOF ASPHALT OR -� METAL SHINGLES TYP. WOOD SHEATHING - 1" DIA. ST STL ALL-THRD �OD WITH NUT - WASHERS MAX. 3'-O" O.C.-LOCTITE ALL NUTS TYP, ALL CONNECTIONS z 0 6 z z 0 0 w Lu L o � o Z Q U 0 o15b15 w O 0 O n#29127 S 27 DRAWING # HC-2 -SHEET! OF 1 ENT 0 VALID ITHJUT IGN KICKAEL A. STUDNEY PE A58187