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HomeMy WebLinkAbout1903 S Palmetto AveCITY OF SANFORD PERMIT APPLICATION Application # : &0- 3 S < Job Address: M 3 5'- Va l wi hn 4 y c Parcel ID: - .30 - 5-/ / - OJ -00 - VW Cloning: Description of Work: -J()C ZQ Sb Q it Submittal Date: Value of Work: $ 21 op -00 Historic District: Square Footage: ........................................................................................................................ Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing x Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Mechanical: Residential% Non -Residential O Plumbing/ New Commercial: # of Fixtures Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential 0 Commercial ❑ Occupancy Type: Residential 1W Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) .............................................. ........................................................ Property Owner: ���,1 l -e le -v- Contractor: aLA_P's V— I UV S() (ali eL� Address:1. . G4, Address: � '1:� 'I-kAv-]+ PhonA77(D 4 00to E-mail: Phone: gSt ate License Number: CVC05�ao 3G 70- 71Bonding Company: Mortga Address: Address: ArchitectlEngineer: Address: Plan Review Contact Person: Phone: Fax: Phone:. Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning- WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements Li Law, 71 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print oniractor/Agent' Name Signature of Notary -State of Florida Date Si ' f No ary-State of Florida Date NOTARY PUBLIC -STATE OF FLORIDA Owner/Agent is —Personally Known to Me or Produced. ID APPROVALS: ZONING:. UTIL: Special Conditions: _ Rev 02/2007 FD: / Jennifer McKinney Commission # DD549592 Contractor/Agent is _Personally K 8&'_ ires: 06/ 4/2010 Produced ID 1'•Y p y/Jf ENG: BLDG: MOUJW71JWG TIME SOLAR PANELS Ushvc m ,, }e ._: CLAMPS installationThe beauty of the "GATOR CLAMP" of roof or rack installation. MOUNTING THE SOLAR PANELS USING ALLIGATOR CLAMPS HC -110 ALLIGATOR CLAMP PANEL HEADER (TOP) \ HC -1 13T PANEL CLAMP TOP HC -113L LATCH "' HC -1138 PANEL CLAMP BOTTOM For rack systems, asphalt shingle roofs or tile roofs follow these simple steps: 1. Snap a chalk line across the roof or rack where you want the top edge of the collectors to be located. Since the panels should slope slightly down toward the feed end of the array for proper drainage, the chalk line should also slope down in this direction approximately 1 inch per 20 feet. 2. Position the first Gator Clamp on the chalk line 6 inches in from the top corner of the first panel. The first panel will be the one that is connected to the feed line at the bottom header. 3, Subsequent Gator Clamps should be spaced out evenly along the chalk line every 24". Each Gator Clamp can be located anywhere along the top header to match up to the spacing of the roof rafters as long as there is a 2" space between the edge of the Gator Clamp and the ribs on the panel header that exist every one foot. This allows for horizontal expansion and contraction. For Barrel Tile roofs, each Gator Clamp needs to be positioned so that it is centered on the top ridge of a tile. 4. Since normal horizontal expansion and contraction of an array of panels takes place every day as panels heat up and cool down, it is preferable to lock the center of each array in place so that the expansion and contraction takes place evenly to the left and right of this center point. The center panel of an array may be locked in place by locating the Gator Clamps on that panel adjacent to the left and right of one of the header ribs. (See Figure 5.5) These Gators should be attached using two lag bolts as opposed to one. Do not use this procedure more than once on any array of panels. 5. Apply ample sealant to both the bottom and top of the lower hole on the bottom portion of the Gator Clamp. (Figure 5.7A) Position the bottom portion of the Gator Clamp perpendicular to the chalk line with the lower hole being placed right on the chalk line. Lag the Gator to the roof through the lower hole using a'/4" X 2" S.S. Lag Bolt. (Figure 5.76) For Barrel Tile Roofs, place 4 HC-11OBTS Barrel Tile Spacers underneath each Gator Clamp by inserting the four feet of the Barrel Tile Spacer into the four corners of the bottom of the Gator Clamp. (Figure 5.8) 6. The bottom of the Gator is designed to grip the roof's surface to avoid rotation back and forth; however, if the roof surface is particularly hard or slick you can use an additional lag bolt in either the top or center hole. 7. To ensure proper spacing, hang the top headers of panels in the bottom portion of the Gators attached to the roof as you go. Once again, be.sure Gator Clamps are at least 2" away from each ridge along the header. (Figure 5.7D) 8. Once all Gators are properly lagged to rack or roof surface, and all the collectors are hung in place, connect the top headers of each collector using HC -113 Panel Clamps. Snap the top portion of each Gator Clamp overthe panel header onto the bottom portion of each Gator Clamp by pushing down firmly. (Figure 5.7C) 12 -7MM : UNA FEB. 19. 2002 11:57AM P 3 PHONE NO. : 0813 572 7922 SUMMARY INFORMATION SHEET FLORIDA SOLAR ENERGY CENTER L 1679 CLEARLAKE ROAD, COCOA, FLORIDA 32922-5703 (321) 638-1000 September 20 (`SEC #t 000130 MANUFACTURER 'Revised October 2400 Model Weliocel U.S.A, Inc, - Magen Plastic CopectOr Hellocol 40 927 Fern Street, Suite 200 Altamonte Springs, Florida $2701 This Solar coliwor was evaluated by the FlOrld$ Solar E"rgy Center (FSEC) in accordance with prescribed methods and was found to merit the minimum standards established by FSr=C, This svglyatf on WU basad on solar collector tests perfornlod at the Fiord$ Solar Energy Cantor, Cocoa, Florda. The purpose of the tests Is to verify Initial performance cond6ons and quality of construadon only. The resulting oertification Is not a guarantee of long term performance or durability, DESCRIPTION - Gross Length 3,228 meters 10.58 feet Gross Width 1,172 meters 3.84 feet Gross Depth 0.040 meters 0.13 feet Gross Area Transparent Frontal Area 3,778 square meters 3.779 square meters 40.68 square feet Volumetric Capacity 11.7 liters 40.68 square feet 3.1 gallons Weight (empty) Recommended Flow Rata 8.6 kilograms 315 mils 19.0 pounds Maximum Operating Pressure 207 kpag 5.0 gpm 30 prig Maximum Wind Load Not Applicable Number of Cover Plates None Flow Pattern Parallel Forced Circulation Number of Flow Tubes Multitube mat MATERIALS Enclosure None Glazing None Absorber Polypropylene with W stabilization Absorber Coating None Insulation None THERMAL PERFORMANCE — Tested per ASHRAE 96-1980 (RA 1989) Incident Angle Modifier Ktct = 1.0 - 0.11 ( 1 .1) 1 Efficiency Equations 71 = 82.8 - 1852 (N-Ta)/1 . tl = 82.8 - 326 (fi-Ta)/l rl = 831 - 1844 (Ti-Ta)/l - 5069 [(Ti--ra)/I]e ri 83.7 _ 324 (Tl -Taj/! - 157 [(Ti-Ta)/1]2 Units of Ti -Tall are °C / Watt/m2 Units of Ti -Ta are °F / Btu/hr.ftz _ - RATING The collector has been raW for energy output on me"uredperformance and an assumed standard day. Total solar energy avallable for the standard day Is 5045 Watt-hour$/me (11 WO Btu/fte) distributed over a 10 hour period. Culprit energy ratings for this collector based on the Second -order efficiency curve are: Caiiector Temperature Energy output Low Temperature, 35°0 (95oF) 41,000 141o]oules/day 38,900 Btu/day Intermediate Temperature, 6000 (1220F) 14,700 Klo]oules/day 14,000 Btu/day High Temperature, 100*0 (2120P) 0 Klojoules/day 0 Btu/day REFERENCE 98002 ------ 33555 SOLAR POOL HEATING. ENGINEERED FOR LJFE 1109. Attach the bottom headers of the collectors with HC-113�Panel Clamps. . Attach feed and return lines following Heliocoi's published guidelines. 11. Be sure all four corners of the array are securely fastened to the roof. The corners where the feed and it return lines are located should be fastened down by Pipe Straps that are also supporting the pipe. The corner above the feed line should be attached to the roof b the Gator Clamp supporting eight of the header. The corner below the return line should be supported by the HC -137 J -Clamp that comes in the Row Kit. Locate this J -Clamp 3" to the inside of the end of the an p pp°rt(ng a '/z" gap between the J -Clamp and the bottom of the header. (Figure 5.6) long the header. Allow for ALLIGATOR CLAMPS PPC PPC PPC G or C CLAMP PPC (To support Plumbing) - ----------------- G or C CLAMP (To support Plumbing) J -CLAMP Figure (5.4) NOTE: I;,JOTE: NOTE: Figure (5.8) Figure (5.5) Figure (5.6) GAP Figure (5.9) *Additional Gator Clamps are required for surfaces with a pitch of 10/12 or greater. Additional Gator Clamps maybe used along the bottom header as desired. To allow for vertical expansion and contraction, any Gators Installed on the bottom header rn t beitl that the header Is In themiddle of the cradle. (Figure 5.9) pos--QOM As the Installing contractor, it is your job to evaluate any site specific conditions that might create unwanted roof wear. As an example, If you are installing the system on an inexpensive orsoftasphalt shingle roof, you'll want to put some 4" by4" pads underneath each clamp along the bottom headers to prevent roof wear. Some installers make these pads from aluminum roof flashing or old mat systems, and attach them to the roof with silicone or an adhesive. A g Figure (5.7) Ce C 13 NOW ao, 3t�a �.fT^3' F... ._ £•-s_ -_ 4�_ at ',.' "� - fid'. o VO , -R Exlqrtpjc P1I $_ ' ;;% g ' Imo' SVSTEM Vacuum Breaker ------(HC 121) Pressure Test Kit (HC-PTK) .ised here to pressure tact Oho -t- Two Way Valve; (HC -5205) Three Way Valve (HC -3344) - NEW PLUMBING EXISTING PLUMBING Check Valve (HC -1790) FIG 12.1 ,RETURN FROM SOLAR COLLECTOR (WARM) - ROOF SENSOR VALVE CONTROLLER 4 POOLSENSOR 19 _-_- jr: _. ... NOTE. CCI-LEC10115 SHALL NOT BE INSTALLED IN 'CORDER ZONES' AS 51IOWD BY SHADED ARBA$ BELOW. ?T' -� NELIOCOL COLLECT[ MAY BE LOCATED IN ANY AREA EXCEPT 'CORDER ZONES" NOTE, MEAN ROOF — HEIGHT . 25'-0- MAX. a =1 tw i//�/iLE TRU55NDITIONHELIOCOL COLLECTORS ////-��--�����\WIDTH OF CORNER ZONE 5H S. BE O PERCENT OF SHORT DIMENSION OF rJ - I BUILDING, OR 40 PERCENT OF MEAN ROCF HEIGHT, OR T FEET, WHICHEVER 15 SMALLER I NOTES, HELIGL^OL COLLECTORV RISER SYSTEM. HELIOCOL GATOR W Tj GATOR CL MTP ANCHOR L THESE PLANS MEET THE 7004 FLORIDA BUILDING CODE. SECTION R30t7.11. FOR CLAMP W/ LAG LAG BOLT A5 6HOUN BELOW BOLTS. / SPACED • 7'-0" OC- TYP. WND EXPOSURE CATEGORY "C" THESE PLANS REM PLAN AT COLLECTORS I S-1 NATE MEAN ROOF HEIGHT s 25'-0' MAIC HELIOCOL 'GATOR HELIOCOL 'GATOR CLAMP- 1-+ELIOCLIL CLQ. I [0.R SYS f RISER SYSTEM. "'DOD TTd 1 5 NJ 7 SYP, OR BETTER 14" DIA STAINLE55 STEEL LAG BOLT AT EACH GATOR CLAMP FLAT BUILT-UP ROOF eC�LG Y- ..� S -I WOLCD TRU5Sk5 NO. 7 5YP, OR BETTER 'I.- DIA. STANLESS LAG BOLT AT EACH G4TOR CLAMP THAT AN UPDATE I CT UNTIL FUTURE CODE REV1910N5 DKTATE UPDATE IS NECES j. COLLECTOR CCTAIECTIONS SHOWN HAVE BEEN DESIGNED TO RESIST WIND LOADS OUTLINED W 7004 FLORIDA 50LDING Tn4nrL 19vyM.tt b,/E Ft. qua Nv m>9 € MPH EXPOSURE "C' WIND VELOCITY, AND FOR ASCEE. CHAPTER 16• FOR MIEN EXPOSURE 'C:' WMD �. CHAPTER 6.0. 140 14 WOOD ice` -/SES . VELOCITY, TYPICALLY 1 SYP. OR BETTER R 3. LAG BOLT CAPACITIES AND EMBEDMENTS ARE BASED UPON "NATIONAL DE51C3D SPECIFICATION FOR STRESS GRADE LUMBER I"i" DIA. STAINLESS STEEL LAG BOLT AT EACH 0 (_] u, AND RAStFUDMGS' A5 PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION ¢ATOR CLAMP ^ �l 4. WEND TUNNEL TEST �.waa DATA FOR THESE CCNDECTIONS WAS BEEN C:O-PILED BY TEXAS 4 t M UNIVERSITY, COLLEGE STATION, TEXAS, HEL TOCOL AND IS AVAILABLE THROMW weLIOCOL. INC. 5. PROVIDE 'I" STRAP ANCHOR -I o UJ DIAMETER LAG BOLT rHRCVGH CENTER HM OLE EACH GATOR CLAMP - LEAVE TIO OUTERMOST HOLES J EMPTY, TYPICALLY.NOTE S- zao MEAN25 ROOF NOTE: MEAN ROOF WIGW HEIGHT . i5'-0" MAX. HEIGHT . 75'-0" MAX. Ih'. NOTE. MEAN ROOF HEIGHT DRILL HDLE TI4RU NELICKOL 'GATOR CONCRETE TILE AND . 75'-0' MAX 2` IOYa LAG a6" STAINLESS STEEL BOLT, TYP. EA. SUV C+ V a CLAMP' INSTALL LAG BOLT t0 AS NOT TO BREAK TILE. ALL-iHRZE4p ;•-®" pO_ STAR COMIECTICN WT =R U CONCRETE TILE PROVIDE 3" BOLT �✓ t EA. END PROVIDE 'LOCTITEAT Z Ri gg� Q' Q 6 HELIOCOL EMBEDMENT INTO WOOD COLLECTOR TRU55 BELOW. ALL WTS, TTP. H�ELI��OCOL "GATOR F ¢ -RISER SYSTEM. w - HELIOCO- WOOD TRUSSES NO. COLLECTOR 7 SYP. OR BEER TTRISER SYSTEM. HELIOCOL COLLECTOR - 4s• 5 nAx ^ --RISER SYSrE WOOD ITaissEs Pe.n pT 14" DIA STAINLESS STEEL• j'-0" O.C. nr LAG BOLT AT EACH 1N GATOR CLAMP 45' MAX _ BARREL BARREL PRESSURE TREATED CONT, TILE 1 2.4 FOR GATOR CLAP i MO.NTMG. TYP. AT TOP t BOT. 45' MAX OF COLLECT • SLOPED CONCRETE DR PANEL TYP. SLOPED 511INGLE ROOF 4 TILE ROOF g SLOPED BARREL .... .�"`••..� S -I �.N•..� S -I TILE ROOF 6 Seminole County Property Appraiser Get Information by Parcel Number Pagel of 2 http://www.scpafl.org/web/re—web.seminole—county title?parcel=36193051l OJ000050&c... 6/25/2007 LJAVIDJOHtdIs 3k6;GFA,ASS;A PROPERT. . A�� sErntNo�..��csu ncry t TQte`�4FIR57SI s�aliFa�}7o.FL 33'71 -t 116$ 407-g6S.,a45W 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 36-19-30-511-OJ00-0050 Number of Buildings: 1 Owner: KESSLER JULIE Depreciated Bldg Value: $160,844 Mailing Address: 1903 S PALMETTO AVE Depreciated EXFT Value: $3,896 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $44,955 Property Address: 1903 PALMETTO AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: GARNERS ADD TO MARKHAM PARK HEIGHTS Just/Market Value: $209,695 Tax District: S1-SANFORD Assessed Value (SOH): $91,014 Exemptions: 00 -HOMESTEAD (1994) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $66,014 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount(without SOH): $2,787 WARRANTY DEED 02/2007 06591 1831 $263,000 Improved Yes 2006 Tax Bill Amount: $1,256 FINAL JUDGEMENT 03/1998 03382 1560 $100 Improved No Save Our Homes (SOH) Savings: $1,531 WARRANTY DEED 11/1983 01500 1357 $82,000 Improved Yes 2006 Taxable Value: $63,794 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREMASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS. Pick Method Units Price Value LEG LOTS 5 + 7 + N 1/2 OF VACD ALLEY ON FRONT FOOT & 111 118 450.00 $44,955 S BLK J N H GARNERS ADD TO DEPTH .000 MARKHAM PARK HEIGHTS PB 1 PG 81 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1956 6 1,704 2,762 1,704 CONC $160,844 $195,555 FAMILY BLOCK Appendage / Sgft OPEN PORCH FINISHED/ 24 Appendage / Sgft UTILITY FINISHED / 96 Appendage / Sgft GARAGE FINISHED/ 572 Appendage / Sgft OPEN PORCH FINISHED / 30 Appendage / Sgft DETACHED GARAGE UNFINISHED / 336 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New ALUM SCREEN PORCH W/CONC FL 1979 440 $1,496 $3,740 SPA 1979 1 $1,000 $2,500 SAUNA/STEAM ROOM 1979 1 $1,400 $3,500 http://www.scpafl.org/web/re—web.seminole—county title?parcel=36193051l OJ000050&c... 6/25/2007 LIMITED POWER OF ATTORNEY Date I hereby name and appoint of --,c. 1 to be my lawful attorney in fact to act for me and apply to for a permit for work to be performed at a location described as: Section Township Range_ 30 _ Lot Subdivision a 11( (Address of Job) kvwner or rroperty and Address) and to sign my name and do all things necessary to this appointment. oignature or Uertitied Contractor Acknowledged: Sworn to and subscribed before me this Day of A.D. 20 0 7 Notary Public, State of Florida My Commission Expires: r Signatur Jennifer McKinne NOTARY PUBLIC -STATE OF FLORIDA kvJennifer McKinney Commission # DD549592 My Comm. Expires: 06/24/2010