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Home My WebLink AboutSUBMITTED PAPERSDate: ❑ Electrical ❑ Shed* Fee Due: Planning & Development Services Building & Code Regulations Division 2300 Virginia Ave. Fort Pierce, FL 34982 (772)462-1553 Fax 462-1578 SPECIALTY PERNUT APPLICATION ❑ Plumbing ❑ HVAC ❑ Fence ❑ Demolition ❑ Gas ❑ Siding Seepage 2 for instructions and additionalpaperwork required for specialty permits 1. Location/Site Address: g C) �( 9 L;IJIC S 2. Parcel ID Number: 3 3,-) / - 71D — 0 t) 4-1 ^ 0 0 0 3. Complete Description of Project or Work: 4. Owners Information 5. Contractors Information Name: J OC-' IDA U/ A FL Reg/Cert #: CIL S ' 6O /�} Address: �� C/ 4�ks t'-"A y County Cert#: 25 7 2 2- City: P• S - L - State: F1 Business Name: TRA C1C W lii SO(A2 Zip: 3 ! C? A Phone: 3 � y 3�Z Z Phone: L H'14 3 OFax: .3V-6133 6. Value of Construction: $ 21 / 0 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. IDA U e il) OOA/ PRINT OWNER OR CONTRACTOR NA iME . SIGNATURE OF OWNER OR CONTRACTOR STATE OF FLORIDA, COUNTY OF 8��hUG� ACKNOWLEDGED BEFORE ME THIS C gO DAY OF 2Q � , BYE� 11 0V pp (_t' WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED qi�NL# D 9 1 Pq - d LASHAHNAINGRAM NT CATI � F My COMMISSION 8 EE 050558 -,qf';��' BondetfTh December 20, 2014 SI A URE OF NOTARY TYPE O PRINT NAME 44TARY „ Notary Public Underwriters COMMISSION NUMBER *ALL RESIDENTIAL AND NONRESIDENTIAL STRUCTURES ARE REQURIED TO MEET THE FLOOD ZONE ELEVATION OR 18 INCHES ABOVE THE CROWN OF THE ROAD, WHICHEVER IS APPLICABLE. (see instructions on reverse side of this sheet) Revised 04/17/2014 NOTICE TO OWNER: FAILURJ� ') RECORD A NOTICE OF COMMENCEMENT,_—' Y RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. EXEMPT: A/C -HEAT REPLACEMENT WITH CONTRACT UNDER $7,500.00 INSTRUCTIONS Please complete all information in the space provided. All information must be printed (use black or blue ink only) or typed. This permit application is to be used only for those activities that are not otherwise included under a primary building permit. This application may not be used for any activity that includes structural alteration. The information to be provided with this application includes: 1. Location/Site Address 2. Parcel ID Number , 3. Description of Project or Work Activity 4. Owner Information 5. Contractor Information 6. Value of Construction Indicate the street address or general location of property where the building activity is taking place. Indicate the tax identification number of the property where the building activity is taking place. Fully describes the activity to take place. Indicate the name and address of the owner of the property on which activity is taking place. Indicate the State of Florida registration number (if applicable), St. Lucie County contractor license number and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of constructiop includes all, current retail material and labor costs associated with the 'bdilding/construction activity. Construction value is used to determine the permit fee. St. Lucie County reserves the right to question and/or modify the ..indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. ❑ Gas Attach 2 piping schematics with tank size, location, and BTU of each appliance ❑ Shed: Attach 2 plot plans, 2 copies of DCA letter and plans, 2 anchor specifications ❑ Fence Attach 2 plot plans showing location of fence height of fence and type of fence r ❑ Siding Attaclil copies of manufactures specifications ❑,HVAC No attachments necessary This:application can be submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce, FL,34982. All permit applications must be filled out completely before submission. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application,, please call (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Upon issuance of this permit, required inspections can be scheduled by calling 1-866-284-1280 or logging on to http://codeinspectionpublic.stlucieco.gov/ FLORIDA SOLAR ENERGY CENTER® SUMMARY INFORMATION SHEET V September 2010 FSEC # 00362C MANUFACTURER Collector Model '*Aquatherm Industries, Inc. Ultraswim 16045-10 1940 Rutgers university Blvd Lakewood, NJ 08701 This solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet the minimum standards established by FSEC. This evaluation was based on solar collector tests performed at the Florida Solar Energy Center, Cocoa, Florida. The purpose of the tests is to verify initial performance conditions and quality of construction only. The resulting certification is not a guarantee of long term performance or durability. DESCRIPTION Gross Length 3.048 meters 10.00 feet Gross Width 1.19 meters 3.92 feet Gross Depth 0.049 meters 0.161 feet Gross Area 3.627 square meters 39.20 square feet Transparent Frontal Area 3.627 square meters 39.20 square feet Volumetric Capacity 12.63 liters 3.336 gallons Weight (empty) 9.208 kilograms 20.30 pounds Recommended Flow Rate 252 ml/s 4.0 . gpm Test Pressure 241 kPa 35 psig Number of Cover Plates None Flow Patter 104 Number of Tubes MATERIALS Lo Enclosure None Glazing None Absorber Co -polymer plastic with UV stabilizationFILE t;,s Absorber Coating None COa Insulation (Side/ Back) None THERMAL PERFORMANCE r Testing per ASHRAE 96-1980 (RA 1989) Incident Angle Modifier Kra = 1.0 - 0.03 ([I/cos 01— 1) Efficiency Equations SI Units °C / Watt/& English Units OF / Btu/hr-W 11= 85.8 - 1943 (T� T /I rl = 85.8 - 342 (Ti Ta)/1 q = 86.3 - 1821 (T; Ta/I - 5229 [(Ti-TJ/IJ2 11= 86.3 - 320 (T; T j/I - 162 [(T; Ta/112 RATING This collector has been rated for energy output on measured performance and'an assumed standard day. Total solar energy available for the standard day is 5045 Watt-hour/m2 (1600 Btu/ft2) distributed over a 10 hour period. Output energy rating for this collector based on the second -order efficiency curve are: Collector Temperature ENERGY OUTPUT Low 35 °C (95 °F) 41200 Kilojoules/day 39100 Btu/day Intermediate 50 °C (122 °F) 15500 Kilojoules/day 14900 Btu/day High 100 °C (212 °F) 0 Kilojoules/day 0 Btu/day Reference 92025 1679 cLEAR An RoAn, C000A, FLox1DA 32922-5703 ■ TEL 371-638.1000 - FA021.638-1010 - ww-%fsec.ucf edu _ 1 Im x9WV r.VaFM nF FLamm ■ AN Ea ves CXPoRmnw/AFFO-ATn/E ACnON EMnaiFR - A RE SFARCH iNmnm oFTHE UNnomw of CENTRAL FLo1LOA ACCEPTABLE ALTERNATE EXTEND THRU TO SHEATHING BELOW ADD SEALENT AT CONNECTION PROVIDE TAPCON SCREWS OF ADEQUATE LENGTH TO SECURE BRACKET TO CEMENT TILE. DRILL HOLE THRU CONC. TILE AND INSTALL TAPCON SO AS NOT TO BREAK TILES. 1/4' LAG ACCEPTABLE ALTERNATE OR #14 PHIL PAN OR HEX HEAD ACCEPTABLE ALTERNATE S-5 CLAMP S-5 CLAMP 3" PANEL 'I to .032 THICK STANDING SEAM CONNECTION ALL H ay"I E STiNKM OR a" PANELS SHALL NOT BE .—TAI I Cn Im CnoMrP 70NFS PERCENT OF MEAN HEIGHT, OR 3 FT. WHICH EVER IS SMALLER. 4'x8', 10' or 12' solar panels upper hold down clamp eee detail A' M 1 PLEASE N01E: LONER CLAMP/SPRING ASSEMBLY MAYBE 01 PROVIDED A C041IN000S CROSS STRAP IS INSTALLED NO MORE THAN 12 ABOVE LONER/RETURN ASSEMBLY ROOF LAYOUT GENERAL CONDITIONS PANEL 0 # 14X 1 1/2'PAN HEAD _OR HEX HEAD SCREW. ROOFING •OD SHEATHING upper clamp assembly detail A PANELS LOWER/RETURN ASSEMBLY LOWER hold down clamp see detail B 1. THE SOLAR COLLECTOR INSTALLATION AS DETAILED IN THE DRAWINGS IS FOR THE INSTALATION OF POTABLE WATER HEATING SYSTEMS ON STRUCTURES UP TO 35 FEET IN HEIGHT WITH ROOF SLOPES BETWEEN 0 AND 30 DEGREES, ROOF AREAS 1 AND 2 BUT NOT CORNERS. 2. THE DESIGN OF THIS INSTALLATION IS BASED ON ASCE7-10 FOR SURFACE AREAS BETWEEN 20 AND 48 SQUARE FEET RESULTING IN A MAXIMUM WIND PRESSURE OF <= 67 PSF. THE INSTALLATION SHALL UTILIZE HARD— WARE PROVIDED BY THE MANUFACTURER AS DETAILED IN THE INSTALATION MANUAL OR AS SHOWN ON PLAN. 1/2' O.S.B OR PLYWOOD_) ROOF DECKING STRAP BRACKET SPRING ASSEMBLY AT CONTRACTORS OPTION # 14X 1 1/2"PAN HEAD IOR HEX HEAD SCREW. / ROOFING \ rm MIN.1/2' O.S.B. OR PLYWOOD SHEATHING lower clamp assembly detail B NOTE: LOWER CLAMP/SPRING ASSEMBLY MAY BE DELETED PROVIDED BOTTOM CONTINUOUS STRAP IS LOCATED WITHIN 12' OF BASE MOUNTING BRACKET STRAPPING IT&I PROVIDE #12 SCREWS W CON! ADEQUATE LENGTH TO SOUR BRACKET TO CEMENT TILE. DRILL HOLE THRU CONC. TILE AND INSTALL SCREW SO AS NOT TO BREAK TILES. PANEL RISER SYSTEM 14X 1 1/2-PAN HEAD OR HEX HEAD SCREW. ROOFING;. — MIN.1/2' CL&B, OR PLYWOOD SHEATHING RAFTER DETAIL c REVIEWED FOR 00MBp -c s REVIEWS0 By rwe CONC. BARREL/FLA TILE TILE ROOF NOTE ENSURE TILE CAVITY IS FILLED COMPLETLY WITH DOW TILE BOND ROOF TILE ADHESIVE OR EQUAL APPLY ADHESIVE TO TILE AQUA THERM MOUNTING BRACKET IS ATTACHING TO PLUS ALL TILES AROUND IT (5) MINIMUM. WWI KNP3 i5ii*? J0 OR i iN§PRtifb_ N WILL. 30 MADE FLORIDA BUILDING CODE 2010 ULTIMATE DESIGN WIND SPEED: 180 NOMINAL DESIGN WIND SPEED: 140 2 RISK CATAGORY: IMPORTANCE FACTOR: 1.0 EXPOSURE CATAGORY: C INTERNAL PRESSURE COEF: +-0.18 ENCLOSED STRUCTURE THE STRUCTURAL COMPONENTS OF THIS PLAN ARE IN COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE, WIND LOAD COMPLIANCE AND ITS RESISTANCE TO GRAVITY AND DESIGN PRESSURES c� 0� q r U M LEI PLl z W q 0_ - > Z,—i W� W> a0 ON �WL,JZ � —4 W3 cU W 0 1/ 1 [3 ,W-12 (U P:a Z Y >U I` Q q W LJW 00 N z U J =NC� g0 M JLd00�}v (L Lj ZO—) � Ne r-I L7 U w I=— W LL LLJ n Y V) z W W O Z Y 0 Z w U Q 00 _ W 000 N 04 LLJ 'n o w REVISION I DATE to w N En z W J �w QZ O 0 Cy_ QM L' J 00 O V) Z O x U z DATE 10-11-13 BY JCK SHEET NUMBER S-1 OCi 1 1 �Z�j=