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HomeMy WebLinkAboutSUBMITTED PAPERSDate• Fee Due- z Recei t# / X Permit # 5t. Lucie County Building & Ling 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 s Tel. 561-462-1553 SPECIALTY PERMIT APPLICATION Cq st e yNEo ❑ Electrical Plumbing ❑ HVAC ❑ Fence uC/o ❑ Shed ❑ Demolition ❑ Gas -❑ Siding See page 2 for instructions and additional paperwork required for specialty permits 1. Location/Site Address: 2. Parceli 11) Number: 335aQ bl2n loocq � i�(® Office Use Only Section Townshi Range I Map Page Zoning Land Use Initials 3. Description of Project or Work Activity: V 4. Owners Information Name: N i dxo6 its '�P ,p�'o Address: -70 4 City: �-� ,p= State: Zip: 3C4gg(p Phone: 6. Value of Construction: $ ,3ot3(0 5. Contractors Information FL Reg/Cert #: C V D5 640 FS-! County Cert#: . Qa57 Business � ` �J�I�.�T�-5 ►4_p 7 Phone L&C(Q3Fax `--(C(O 79 37 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. PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUALIFIERIOWNER STATE OF FLORIDA, COUNTY OF oJ`F I _t e('. f ACKNOWLEDGED BEFORE ME THIS DAY OF `�o5_ BY X��J Ct I LAC_ WHO 15 PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS AT IDENTIFI ION. Jf :^ol d/' i V1 (seal) SIGNATUR40tNOTArY TYPE OR PRINT NAME OF NOTARY TITLE: NOTARY PUBLIC St. Lucie County Specialty Permit Application rev. 8/25/05 dmg COMMISSION NUMBER Sao AMBER FRANKLIN Notary Public - State of Florida Nqr o, My Comm. Expires Oct a1, 2014 FICommission # EE 7947 = " fill Bonded Through National Notary Assn. _ Property Appraiser - St.Lucie County, FL r Page 1 of 1 PROPERTY RECORD CARD Nicholas Pepe Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: 7314 MYSTIC WAY ParcelID: 3322-620-0027-000-7 ,\\UOIEC�G2 SecfTown/Range: 22 :36S :39E Account #: 135845 Map ID: 33/22N Use Type: SF Res Zoning: PUD City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Nicholas Pepe Ida Caroline Pepe MYSTIC PINES AT THE RESERVE LOT 22 (OR 919-762) Address: 7314 Mystic Way Port St Lucie FL 34986-3260 Sales Information Assessment 2012 Total Land and Building Date Price Code Deed Book/Page 2012 Final: 200600 Land Value: 44900 Acres: 0.21 9/9/1994 60000 01 WD 0919 / 0762 Assessed: 193151 Building Value: 155700 Ag.Credit: 0 Finished Area: 2195 SgFt Exempt: 50000 Taxable: 143161 Taxes: 3090.41 BUILDING INFORMATION Exterior Features View: 3100 - Lakefront-SM RoofCover: TC - Clay Tile ExtType: HB+ - HB+ YearBlt: 1994 Grade: B+ - B+ EffYrBlt: 1994 StoryHght: 0010 -1 Story No.Units: 1 Interior Features BedRooms: 3 Electric: MX-MAXIMUM FullBath: 2 HeatType: FHA - FrcdHotAir 1/2Bath: 0 HeatFuel: ELEC - Electric %A/C: 100 %Heated: 100 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type ENC2 - POOL ENC-AVG Y 1 1039 AV AV 1994 1 0100-SF Res PA01 - POOL DK-AVG Y 1 508 AV AV 1994 SPA - SPA -HOT TUB Y 1 81 AV AV 1994 SWAV - RES POOL AVG Y 1 450 AV AV 1994 RoofStruct: HP - Hip Frame: - PrimeWall: BS - CB Stucco SecWall: - PrmintWall: DW - Drywall AvgHVFI: Prm.Flors: CU - Carpet %Sprinkled: 0 Type Measure Depth LFI -Front Ft 64 161.06 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/prc.asp?prchd=332262000270007 7/18/2013 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3873741 OR B: 3556 PAGE 2182, Recorded 09/09/201" ", 01:08 PM NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 3322-620.0027.00D-7 State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): 7314 Mystic Way Port St Lucie, FL 34986 Mystic Pines at the Reserve Lot 22 (OR 919-762) General description of Improvement: Solar Pool Heating Owner Information or Lessee Information if the Lessee contracted for the Improvement: Name Nicholas and Ida Pepe Address 7314 Mystic Way, Port St Lucie, FL 34986-3260 Interest in property. Owner Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Solar Energy Systems Contractor Address: 160 Smallwood Avenue Fort Pierce, FL 34982 Phone Number: 7 2 -2663 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: _ Lenders address: Number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713,13(1) (a)7., Florida Statutes: Name: Phone Number Address: In addition to himself or herself, Owner designates Uenor's Notice as provided In Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, 1 declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. (Signature of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager Nicholas Pepe /Owner (Signatory's Title/Office) The foregoing Instrument was acknowledged before m fhls 51h day oL Septembe( 20_ By rvic s Pepe as Owner for Nicholas Pepe N�i me of Perso /Type of authority (e.g. officer, trustee) Party on behalf of whom Instrument was executed ;ure Of Notary Iic 1 - S to of FI ..r,!�Ts —AMBER FRANKLIN Personally known— or produced ldenti ication x Type, or Stamp Commissioned N ukbdry Public • state of Florida Type of Identification produced DL My Comm. Expires Oct 31. 2014 Commission 0 EE 7947 DOM Thmuah Nallo"W No1Lty Assn. STATE Of FLORIDA T, WME COUNTY THIS IS; TO CFRTIFYTHATTHiS IS A TKIE ANO CORRF- �' COP' OF THE ORIGINAL. .. _ By Date: SEA 1&13-' .!,'ollector Rating Search Page 1 of 1 I 130 9- �© r•: , '0 i.. , r,� z,, FSEC Collector Search) Instructions: Fill in as many values as desired to select partial or full listings and Click on Show Selections. FSEC Id: Collector Type: Select Collector Type Company: Heliocol USA, Inc. i Show Selections Show in Excel Reset to Default Ratings Summary Of FSEC Certified Collectors 03/11/2013 Click on a FSEC Number to see the full page Collector report. Thermal Thermal Thermal Collecmrs Glazing Absorber Gross PerformancePerformance Performance Thermosiphan Low Intermediate High Area or ICS TemperatureI Temperature Temperature Rating Rating Rating Company No Btu/Da BW R1Btu/Dayz 2 Net Heat Y / BW/R Btu/Day BW/R Energy CoeH HeBocel Polypropylene TC30 USA, Inc. 0 None with UV None 29.42 25000 850 9700 330 0 0 stabilizationftello , Polypropylene 1 USA, Inc.X40 USA, tn O None ichU None 42.41 35200 850 13700 330 0 0 stabilization Hdbool Olmmnagen Tempered Copper tubes USA, Inc CA110 1 low Iron welded to Selective 25AS 24400 960 19100 750 5500 220 Class copper fins Hdbmb Tempered Copper tubes � Inc 32 1 law Iron welded to Selective 31.98 30900 970 24200 760 7000 220 glass glass copper fins Hdbml Tempered Copper tubes USA, Inc Alpha 40 1 low Iron welded to Selective 40.06 38500 960 130100 750 8700 220 glass copper fins Hdl000l Polypropylene USA, Inc. TC s0 O None WithW None 48.6 41300 850 116100 330 0 0 stabilization HW0001 Polypropylene USA, Inc. 38 0 None with UVNone 36.68 35100 960 12600 340 0 0 stabilization Polypropylene USA,HeMocal Loc.Hellocol 40 0 None with UV None 40.68 38900 960 14000 340 0 0 stabilization i Hdlocol Sun Miser r yP-PYrene - 115A, Irrc. 40 0 None with W None 40.68 38900 960 14000 340 0 0 stabilization Negoml Sun Nicer Polypropylene "e yl Sg 0 None with W None 48.23 46100 960 16500 340 0 0 stabilization Fldioml Polypropylene UskHello of Hellocol 30 0 None with W None 29.15 27900 960 IOUDO 340 0 D stabilization )3()q - Ail o w Uif e d' A C- 'I P", I r- CM P\0011 Solar Collectors Jff all PVC Feed Line J Vacuum'Breaker I -nneciors Automatic Control (optional) L Return Line Sensor ensor Wire Sensor ensor Wire Ball Valve To Pool Backup Heater (optional) " HtLlUUUL (.ULLtL I UK VtNtKAL NU I tb: 1. APPLICABLE CODE: 2010 FLORIDA BUILDING CODE & ASCE-7-10 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES. 2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNEDYER 2010 FLORIDA BUILDING CODE REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE (SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL. 3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS, - CONSIDERING FROM A 70 TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE. ALL RESIDENTIAL ROOFS SHALL NOT TO EXCEED 30'-0".MEAN ROOF HEIGHT. _ 4. WIND TUNNEL TEST DATA FOR THIS COLLECTOR MAY BE REQUESTED THROUGH LIMA SOLAR, INC. AND HAS BEEN COMPILED BY PRI CONSTRUCTION AND MATERIAL TESTING, INC. 5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY OF THE CONTRACTOR TO PILOT FILL ALL HOLES. 6. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO HELIOCOL INSTALLATION . • =,'. MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS. h 7. LAG BOLTS SHALL BE ASTM A276 TYPE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED. ` 8. ALL HELIOCOL COLLECTOR MODELS MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING. 9. PVC PIPE RISERISPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES. 10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2010 FLORIDA BUILDING CODE OR LOCAL GOVERNING CODE. ULTIMATE Vm WIND Vie WIND Via WIND QUANTITY OF LAG EMBEDMENT WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS - CLAMPS DEPTH REQ. V"rt (MPH) ZONE 1(PSF) ZONE 2 (PSF) ZONE 3* (PSO PER COLLECTOR 110 16.0 , -16.0 16.0 , -25.5 16.0 , -37.9 * (4)1" DIA. - (4) CLAMPS 2" ** 120 16.0 , -18.8 16.0 , -32.7 16.0 , -48.7 * (4) 4' DIA. (4) CLAMPS 2" ** 130 16.0 , -23.1 16.0 , -40.3 16.0 , -59.6 * (4) 4' DIA. (4) CLAMPS 2" ** 140 17.2 , -27.9 17.2 , -48.6 17.2 , -71.8 * (4) 1" DIA. (4) CLAMPS 2" ** 150 19.5 , -30.9 19.5 , -53.9 19.5 , -79.9 * (4) 4° DIA. - (4) CLAMPS 2" ** 160 22.4 , -35.4 22.4 , -61.7 22.4 , -91.3 * (4) 4° DIA. - (4) CLAMPS 2" ** 170 25.3 , -40.2 25.3 , -69.9 25.3 , -103.5 (4) 4" DIA. - (4) CLAMPS 3" ** 175 26.9 , -42.7 26.9 , -74.3 26.9 , -109.9 (4) a' DIA. - (4) CLAMPS 3" ** - PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES, RESPECTIVELY. - SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND SPEED PRESSURES WITH EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2010 FLORIDA BUILDING CODE. - EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR HC-50. = MINIMUM-Vw WIND PRESSURE SHALL BE-16.0-PSF AND -16.0 PSF PER ASCE 7-10-SECTION 30.-2..2. ** LAG BOLT DEPTH REQUIRED IN WOOD MEMBER SHALL EXCLUDE ANY ROOF DECKING THICKNESS AND THE TOTAL REQUIRED LENGTH MAY BE DISTRIBUTED WITHIN 2) LAG BOLTS. * INSTALLATION OF COLLECTORS MUST BE LOCATED IN ROOF WIND ZONE 1 AND 2. WIND ZONE 3 REQUIRES SITE SPECIFIC STRUCTURAL ENGINEER'S APPROVAL. T- GABLE END BUILDING ROOF WIND AREA ZONES � 0 HIP END BUILDING ROOF 7 WIND AREA ZONES / 2 <\ F) TYPICAL COLLECTOR PITCHED ROOF LAYOUT - WIND ZONES - SCHEDULE - END CAP TYPICAL (5) COLLECTOR ARRAY PLAN SCALE: a"=1'-0" HELIOCOL SHORT CLAMP T-0" O.C. TYP. �- HELIOCOL COLLECTOR RISER SYSTEM TYP. HELIOCOL LONG CLAMP T-0" O.C. TYP. (2) #6 HEX SCREWS - 4" LENGTH TYP PER HELIOCOL CLAMP HELIOCOL SHORT CLAMP -- -- - -- - 2' 0" O:C�YP HELIOCOL COLLECTOR RISER SYSTEM TYP. HELIOCOL LONG CLAMP 2'-0" O.C. TYP. (2) #6 HEX SCREWS LENGTH TYP PER HELIOCOL CLAMP CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT" - ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL TILES - AFFECTED WITH APPROVED ROOF MATERIALS REFER TO SCHEDULE FOR REQUIRED EMBEDMENT ' - DEPTH LABELED "X" IN THIS DETAIL (2) #6 HEX SCREWS - 4' END CAP LENGTH TYP PER CLAMP __"UMA SOLAR' LIFT KIT TYP PER CLAMP HELIOCOL SHORT CLAMP 2'-0" :LIOCOL O.C. TYP. )LLECTOR HELIOCOL PANEL (P RISER SYSTEM TYP. HELIOCOL � - - LONG CLAMP` ' 2'-0" O.C. TYP. WOOD SHEATHING FLAT OR _ BARREL :LIOCOL TILE TYP. AMPS (2 1„ [NIMUM) a DIA. STEEL LAG BOLT - SEE (P. #2 S.Y.P. WOOD SCHEDULE FOR EMBED. DEPTH ROOF TRUSS TYP. REQ. TYP. EACH CLAMP OPTIONAL FLAT TILE - BARREL TILE 2 ROOF CLAMP TOP CONNECTION DETAIL 3 HC-2 SCALE: 1"=1'-0" a--v HC-2 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED .l %F_ - \ P;- \-WOOD ROOF e ROOF ASPHALT OR - -� TRUSS TYP. = METAL SHINGLES ROOF ASPHALT OR TYP. =- METAL SHINGLES TYP. WOOD SHEATHING TYP WOOD ROOF TRUSS TYP. WOOD SHEATHING TYP 4' DIA. STEEL LAG 4' DIA. STEEL LAG S.Y.P. 2X4 LOCATE BETWEEN BOLT - SEE SCH. BOLT - SEE SCHEDULE TRUSSES AND NAIL WITH FOR EMBED. DEPTH FOR EMBED. DEPTH REQ. 2-16D NAIL PATTERN AT EACH REQ. TYP. EACH TYP. EACH CLAMP END TO WOOD TRUSS CLAMP REFER TO SCHEDULE FOR REQUIRED EMBEDMENT I REFER TO SCHEDULE FOR REQUIRED EMBEDMENT I DEPTH LABELED "X" IN THIS DETAIL DEPTH LABELED "X" IN THIS DETAIL TYP TOP - BOTTOM ASPHALT - METAL OPTIONAL WOOD SPANNER OPTION SHINGLE CONNECTION DETAIL 4) CONNECTION DETAIL 5 SCALE: 1"=1'-0" HC_Z SCALE:1"=1'-0" HC-2 ..ULL.ULLELPtulk ANI) PERMIl SYSTEKM9T D3 T ON JOB NO INSPECT;O ' r LL BSS T-0" O.C. TYP. (2) #6 HEX SCREWS - 4" LENGTH TYP PER HELIOCOL CLAMP WOOD ROOF TRUSS TYP. ROOF ASPHALT OR METAL SHINGLES TYP. 2X PT S.Y.P. WOOD OR ALUMINUM 4" DIA STEEL ALL-THRD ROD ---j UNISTRUT CONT. W/ NUT - WASHERS MAX. T-0" ALONG COLLECTOR O.C: LOCTITE ALL NUTS TYP. ALL CONNECTIONS LIMITED SPACE OPTION FOR UNALIGNED TRUSS OPTIONAL ALL THREAD CONNECTION DETAIL(S:) SCALE: 1"=V-0" HC_2 WOOD SHEATHING TYP "J��o w�s D_ I PROJECT: I N Lu 1- J Lu Ln p = z O w_ 5C tLu Z Lu2O Imo-,, (, _ ce u-OOV) Lu uV,I�u-Nh¢- w Ln Lu :2 O O ~ p O J 3: LL Q U 0Oo Lu 0� Lu Lu oo =a¢aa�- DA�-12 DRAWN BY: MAS CHKD BY: I MAS 19127 SCALE I AS NOTED DRAWING # a HC-2C SHEET 1 OF 1 09 g D M VAL1 i N 3 ANDS MICHAEL A. DNEY FL PE 558187