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HomeMy WebLinkAbout328 Apaloosa CtPermit # : 0 G_1� Job Address: O Description of Work: Historic District: 3 �`_ / � CITY OF SANFORD PERMIT APPLICATION Date: © 0 -4 % �c,L 1005,a Com-- . 7o I Sola*-Cs� Zoning: Value of Work: $ a0� J O Permit Type: Building Electrical Mechanical Plumbing _X_ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair—Residential or Commercial Occupancy Type: Residential � Commercial Industrial Total Square Footage: Construction Type/ % L • # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#:(GTy � � �L —OOH l� [ 0 jtlttach Proof of Ownership. &Legal Description) Name & Address: i 101 Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Phone: dk;e C State License Number. ( Person: / I r 1) y Phone: Architect/Engineer: Phone: Address: Fax: 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. WJ 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 1 will notify the owner of the property of the requiremen da Lien w, FS 713 Signature of Owner/Agent Date Signature of Contractor/Agent Date .v ori, l9 �a5 Print Owner/Agent's Name ;Printntractor/ is N e'Signature of Notary -State of Florida Date f Notary -State of lorida e - � � LLN z' r4'9/QA 0�. Owner/Agent is _ Personally Known to Me or _ Produced ID Contractor/Agent is VP. onally Known to Me or ProducedlD APPLICATION APPROVED BY: Bld :)~ O` h Zoning: Utilities: (Initial & Date) (Initial & Date) Special Conditions: (Initial & Date) FD: (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page I of ,� ID E.II sal 31 ut 94 f7 b7 1r15 78 �fi 106 DAVID JOHNSON. CFA, ABA � PROPERTY , ;37 1 x,35 ,31,37 1 fG _n ,a7 �a APPRAISER (2d 126 126.127128 12& 137 131 106 76 3EA71NDLECOUN YFL L, I I I I ,101 E.FIRSTST 0A02- SANFORD, FL3=1-1468 407-665-7506 117 116 116 114 113 112 111110 10@ 74" hx 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 18-20-31-506-0000 Number of Buildings: 1 Parcel Id: 1290 ax District: S1-SANFORD T Depreciated Bldg Value: $123,396 Owner: CRUZ CARLOS A & Exemptions: 00- YAMILET HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $28,000 Address: 328 APPALOOSA CT Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $151,396 Property Address: 328 APPALOOSA CT SANFORD 32771 Assessed Value (SOH): $151,396 Subdivision Name: BAKERS CROSSING PHASE 2 Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $126,396 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $553 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $553 WARRANTY DEED 01/2004 05197 0655 $166,200 Improved Save Our Homes (SOH) Savings: $0 WARRANTY DEED 09/2003 05039 0919 $227,000 Vacant 2004 Taxable Value: $27,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 129 BAKERS CROSSING PHASE 2 PB 62 PGS 97 - 99 LOT 0 0 1.000 28,000.00 $28,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Type Fixtures Bid Est. Cost Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2004 8 1,955 2,390 1,955 FAMILY CB/STUCCO $123,396 $124,016 FINISH Appendage I Sqft OPEN PORCH FINISHED/ 10 Appendage / Sqft GARAGE FINISHED/ 425 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=18203150600001290... 8/9/2005 LIMITED POWER OF ATTORNEY '7 5 I I Date I hereby name and appoint 1 e-- I 1 of to be my lawful attorney in fact to act for me and apply to for a ag-� permit for work to be performed atalocation described as: Section Township 94) Range 31 Lot_ Subdivision Jia ,6 r '-n - rr /7 11 n _ A r 1 A (Address of Job)) 1'1 I I A_ P, ! n .� // w -fl �Ci 1 ),01 nnw a n 1- Property and Address) and to sign my name and do all things necessary to this appointment. David Haddawa CVC056636 Type or Pr' ame erti d Contract Lic Signature of Certified Contractor Acknowledged: Sworn to and subscribed before me this My Commission Expires: Jennifer McKinney .Commission # DD128563 Expires June 24, 2006 e: Bonded Thru Atlantic BondingCo.,Inc. 2005 of Florida Heliocol Installation Manual Update (9/25/02) This is an update to the Heliocol 2002 Installation Manual (Revised 1/02). Please insert and staple this update into your Heliocol Installation Manual. MOUNTING THE SOLAR PANELS USING ALLIGATOR CLAMPS As an alternate method to the Z -Bar, Heliocol collectors can be mounted to just about any surface using HC -110 Alligator Clamps (Gator Clamps). Two Gator Clamps per panel are used along the top header to hang each panel on the rack or roof surface. (Additional Gator Clamps.are required for surfaces with a pitch of 10/12 or greater). HC -1.10 ALLIGATOR CLOMP PANEL HEADER (TOP) , HC -113L LATCH ~Q� HC -1138 PANEL CLAMP BOTTOM FIG. 5.3 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'/" X 2" S.S. Lag Bolt. (Figure 5.713) For Barrel Tile Roofs, place an HC-110BTS Barrel Tile Spacer 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 5.7C) 6. The bottom of the Gator is designed to grip the roofs 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 bottom 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 over the panel header onto the bottom portion of each Gator Clamp by pushing down firmly. (Figure 5.7E) 9. Attach the bottom headers of the collectors with HC -113 Panel Clamps. 10. Attach feed and return lines following Heliocol's published guidelines. 11. Be sure all four corners of the array are securely fastened to the roof. The corners where the feed and return lines are located should be fastened down by Pipe Straps that are also supporting the weight of the pipe. The corner above the feed line should be attached to the roof by the Gator Clamp supporting 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 panel along the header. Allow for a %" gap between the J -Clamp and the bottom of the header. (Figure 5.6) ALLIGATOR CLAMPS PPC PPC PPC PPC G or C CLAMP (To support plumbing) M. • Figure 5.5 . \ �_.�_n,.,.....r...vaK.,.,.......�,.,.z...,...,...,.�.u, � – — 1 1/2" GAP G or C CLAMP J -CLAMP (To support plumbing) FIG. 5.4 Figure 5.6 NOTE: Additional Gator Clamps may be used along the bottom header as desired. To allow for vertical expansion and contraction, any Gators installed on the bottom header must be positioned so that the header is in the middle of the cradle. Similar to the J -Clamp shown in Figure 5.6 A B C D Figure (5.7) E IF W.K OG AD 5.(A 4 BELCU SPACED • 2'-0. OC„ TYP. PLAN AT COLLECTORS I S -i NOTE: M2AN.ROCP WEIGHT . 25' -*'MAX WFLIOCOL 'a ATOFt CLAbGOL . MIP• COLLECTOR RISER "TSTEtI 1 W --40D TIR4D6E6 gO.- 2 GYP. OR BETTER . 4' DIA. STAPCEM STEEL A LG BOLT AT EAC34 GATOR CLAMP FLAT BUILT-UP ROOF(D i WELtOCOL 'Y.ATOR CLAI-IP- WOO TF6IWS NO. 2 STP. OR BETTER W4• DIA. STAWLEM 4 LAG BOLT AT EACH GATOR CLAMP &4ELlO^.OL COLLECTC MAY BE LOCATED N ANY AREA EXCEPT •CORER ZONES' MAS MEAN ROOF - Rr,M . 7D'-0' M1AX )R6 F tlf1¢- COLLECT(," &WALL NOT ME -- I IWTALLED N •COR"ZCES' AS N4OIN DT SWLIDED AIlEls DELOLL., 0 NIP TTE136 I f E TREy CONDITION CO DITICH LQY DPIETIsIGN PL AN AT ROOF 2 S-1 NOTES, RIDER SYSTEM— L COLLECTOR CONERIO4S 6HOIW NAVg BEEN DE61C1ED TO RESIS7 LLRm NOSE PEAK Rc)G W VGW . 25'-0' MAX LOADS CIN 2001 FLORIDA BUILDW3 CODE FOR Nm 1TPN WPD VELOCITY.. AP4D Alm FOR ADC'E l -SS FOR Mm MI -14 SAD VELOCITY, TYPICALLY ; RILL 19•. HOLE TWrdl 2. LAG BOLT CAPACRIE6 AFD EM>DEDM'ENTS ARE BA.SED IPGN T4ATIO4AL HELIOGCL Yi,4TOR CGNCRETE TILE M✓D 01S7ALL LAG BO -i TO DESIGN SPECFICATION FOR STRESS GRADE Ltl'CER AM7 FASTENIMYsD• AS DT TWE NATICHAL FORST PFZ=bCTS ASSOCIATION, YOOC TRISSES NO 2 SIT. OR BETTER S.WD TUNEL TEST DATA FOR TWESE COi4'�ECTIOKS "S BEEN COMPILED DT L4• DIA STAIM.EM TEXAS A 4 H WIVERSITY, COLLEGE STATION TEXAS, AND IS AVALLABLE LAG BOLT AT EACI TNROLJG&4 4ELIOCCq- FL^ GATOR CLAMP 4. PROVIDE'1' DIAMETER LAG BOLT TWIRCLUt4 CENTER HOLE N EACH GATOR -RI6ER STSTEM. WDTN OF CORER ZONE 9H ALL BE 10 PERCENT OF SNORT DW ENMON Q eUILDWn OR 4m PERCEM OF EAVE WEIGHT• OR 1 FEET, ILHICa Ft ID SMALLER WELIOCOL GATOR CLAMP UV LAG BOLTS. CLAMP - LEAVE TW OUIETa706T HOLES EMPTY, TYPICALLY. HEL I OCOL STRAP ANCHOR ri S -t NOTE, M4•/+N Rc P WE*WT . 2S•-0• MAX. NOSE PEAK Rc)G W VGW . 25'-0' MAX ': NOTE MEAN RYP "MGM . 25'-W IMAX DRILL TI• MOLE THRID ; RILL 19•. HOLE TWrdl HELIOGCL Yi,4TOR CGNCRETE TILE M✓D 01S7ALL LAG BO -i TO " CO4CRETE TLE AND WgL10[",OL 'GATOR CLAMP' AS NOT TO I7REAK TILE ,,TALL LAG DOLT TO L CLAMP' CO4Q�SE TILE PRONE 3• BCLT _ AS NOT BREAK TILE " FRO'/IDT 3• BOLT WIEUOCOL E7'OED ENT WTO MOOD TRIM BELOU BARREL TILE Erv5E�MEJ4{ NTO WOOD COLLECTOR 7MI56 BELOILL -RI6ER STSTEM. WEL LE COLLECTOR YL')OD iRU6SE0 Np. . WELIOCOL RISER STSTE7t 2 STP. OR BETTER COLLECTOR 0• UOOD:TRL6SES 6Y5TE2 AW MAX 2 SYP.-OR BETTER W DIA STAW&ES6 STEEL m. LAG BOLT ATP 4S• MAX W4' DIA STANLE66 STEEL GATOR CLAMP m• HIN LAG BOLT AT EACH ID• Myr GATOR CLAMP SLOPED SHINGLE R025SLOPED CONCRETE SLOPED BARREL d TILE ROOF 5 TILE ROOF 6 YYl✓L b•. Mme• S-1 U 1 Any �p.� ib� p �o ,Y61B Cl:�'A ,- C�•°Mv -A S H -F-F T R EI -TI; g38 1000 pA. 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E�t�'i`►14'6 T`lo� SmEm V e cl m112 1) rp SouAp co71. CT(DR � used n a�pysie�.urQ a. a +� :445i th' s �r all Valve. j �#5210) a I Three Way Valve -NEW PLU�IBI:N (#3344) -::5m$�T��N.G P>.-,UJM1.3, Check Valve I gg I RETURN FROM SOLAR ` COLLECTOR (h1O'l� Check Valve (#1011�15j Ingall06f tni5 po nl C�hIOrPna10� H�dlBi 01her pool a�ccessor�e (opl oral)