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HomeMy WebLinkAbout108 Royalty Cir (2)�]CITY OF SANFORD PERMIT APPLICATION Permit #: O I ' 2 5 _'� Date: Job Address: Description of Work: -J`tU Historic District: Zoning: �.1vl ( 2 L V1 e- ISTotal Square Footage Value of Work: $ 2. 1(fie, � aeil$ 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 _X_ Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Bonding Company: Address: Mortgage Lender: Address: Arch itect/Engineer: Address: State License Number:J �. u G 0 t.P ca 3 // Contact Person: t r lst-✓( C 0.— Phone: Phone: 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. N 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 ment districts, state agencies, or federal a cies. Acceptance of permit is verification that I will notify the owner of the property of the require of Florida L n Law, S 3. Signature of Owner/Agent Date Signature of Contr ctor/A ent Date Vl uoa� o Print Owner/Agent's Name Print Cont c r/A is Name n Signature of Notary -State of Florida Date i re of Notary -State of Florida Date 0� p. Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or CDd _ Produced ID _ Produced ID N C7 F3 6 APPROVALS: ZONING: UTIL: FD: ENG: BLDG: �� � N �C 9 Special Conditions: ?c -.T7 "A011A 7"WG64 AN!66*c". Rev 03/2006 LIMITED POWER OF ATTORNEY Date: o 0� I hereby name and appoint ( of be MY lawful attorney in fact to &atfor me and pply to for a efor work to be performed at a location descri ed as: Section Township Range Lot Block Subdivision (Owner of Property and Address) and to sign my name and do all things necessary to this appointment. �aVl� CSC o�6� (Printed name of o r an a se Numb twgnatufe of Certified Contractor) STATE OF COUNTY OF The foregoing instrument was acknowledged this _ 1 �7 day of ' , 2- il -, DOS y o person appeared before me and acknowledged thaAe/she signed the instrument volunttirily for the purpose expressed in it. (�' PPersonally Known ❑ Produced Identification Type of Identi ication (SEAL) OF FLORIDA Si of Notary Public, State of orida NOTARY PUBLIC STATE G' Jennifer McKinney Cmission # DD549592 kv om Print or Type Name of Notary Public 1TeS: 06/24/2010 My Comm. F_xp Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 z..- DAVID JOHNSON, ASA PIROPERTY SEMINOLE CbU1VTY FL: 1101 E. FIRST;ST SANFO4b, Fi.-3=1-1468 407-C36'577508 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-5QS-0000-0090 Number of Buildings: 1 Owner: RAMCHARAN ANA & CHANDICA Depreciated Bldg Value: $208,349 Mailing Address: 20-61 21 ST ST Depreciated EXFT Value: $10,786 City,State,ZipCode: ASTORIA NY 11105 Land Value (Market): $44,000 Property Address: 108 ROYALTY CIR Land Value Ag: $0 Subdivision Name: CROWN COLONY SUBDIVISION Just/Market Value: $263,135 Tax District: S1-SANFORD Assessed Value (SOH): $263,.135 Exemptions: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $263,135 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount- Vac/Imp Qualified 2006 Tax Bill Amount: $4,903 SPECIAL WARRANTY DEED 08/2003 04994 1918 $169,700 Improved Yes 2006 Taxable Value: $249,103 WARRANTY DEED 12/2002 04646 0743 $480,000 Vacant No DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick x Method Units Price Value LOT 9 CROWN COLONY SUBDIVISION PB LOT 0 0 1.000 44,000.00 $44,000 61 PGS 76 - 78 BUILDING INFORMATION Year Base Gross Living Est. Cost Bid El Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2003 10 1,284 2,820 2,384 CB/STUCCO $208,349 $212,601 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 36 Appendage / Sgft GARAGE FINISHED/ 400 Appendage / Sgft UPPER STORY FINISHED / 1100 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 POOL GUNITE 2005 264 $5,016 $5,280 WATER FEATURE 2005 1 $950 $1,000 SCREEN ENCLOSURE 2005 1,100 $2,053 $2,200 COOL DECK PATIO 2005 540 $1,796 $1,890 ALUM PORCH W/CONC FL 2005 160 $971 $1,040 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/web/re—web.seminole—county title?parcel=3319305QS00000090&c... 2/14/2007 SOLAR POOL HEA n ENGir,et7iEp FOR LIFE. W 0UNT1N'G THE S [1Sll1/G OLiQR pq�yELS ALL/CAMR CLAMPS The beauty of the "GATOR CLAMP" installation method i ps of roof or rack installation, s Its simplicity. It can be used on just about any t Ype MOUNTING THE SOLAR PANELS USING ALLIGATOR CLAMPS HC -110 ALLIGATOR CLAMP PANEL HEADER rrna, ` HC -1138 PANEL CLAMP DOTTOM For rack systems, asphalt shingle roofs or the 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 Since the panels should slope slightly down toward the feed end of the array for proper drainage, chalk line should also slope down in this direction a located. 2. Position the first Gator Clamp on the chalk line 6 inches in from the top corner of the first anel ge, the approximately 1 inch per 20 feet. 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" E The first Clamp can be located anywhere along the top header to match up to the spacing of the roof r long as there is a 2" space between the edge of the Gator Clamp and the ribs on the panel h Gator that exist every one foot. This allows for horizontal expansion and contraction. For Barrel Tae ers as each Gator Clamp needs to b P header 4. Since normal horizontal expansion and contractso ion of an array of paneat it is centered on ls takes place ee top ridge of very d roofs, heat up and cool down, it is preferable to lock the center of each array in place so that the expansion an 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 o 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 t Gator Clamp. (Figure 5.7A) Position the bottom portion of the Gator the lower hole being placed right on the chalk line. Clamp Lag the Gator to theeoof thdicular to the rough the lower hole usin withg a 'A" X 2" S.S. Lag Bolt. (Figure 5.78) For Barrel Tile Roofs, place 4 HC -1 10BTS 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 alongthe header, (Figure 5.7D) 8;� Once all Gators are properly la connect the top headers of each collector us�grHC-113 Panel Clamoof surface, and all p s. Snhe a p cthe tore hung in f place, Gator Clamp over the panel header onto the bottom portion of each Gator Clamp b p portion of each (Figure 5.7C) p y pushing down firmly. 12 SUMMATY jNf 0 FLORIDA SOLAR isTp C VN>RR�A�iON SHEE RLAKE ROAD, c0C0 G� CENTER T FLOAIoA --...., 32922- 5703 (321) 638-1000 MANUFAC7UAER H811oco1 U.S.A. Ina, . 921 Fem Street, Sult 2 Den Plastic Altamonte Sprin9s, Florida 32701 PHONEF1=8. 19-2002 11 : 57,qm P tJO, 0813 572 7 922 September 20co RoVlce KS�C 04013C d October 20 0 Collector Mode! 7hle odu Haltocol 40 the minlrnumy�of *" ovaduatad by tho Florida 000p4 Fl°rlds, TM I' sstsbtirhk by PSj o +solar EnnrgY tenter F5 no! a puaranlee o} 0 Ver) oVdi4ayon Was basad c,,j 60ltM cc I e whh pre purPese of ehs tostt la to verify Init� Performance G form t�rforrne er dura bJl1 condttbns�nd qu t ty c Pen`orA' thQ ONdq 5°Igr Eno "d to mr t and quail aonstru D):SCfil °t°n only, The rosUhIng °�orytinnccanir-- Gross Length P1"ION Gross Width Gra58 Depth TransparentF Orval Area Volumetric CapaCI S Reoom Weight (empty Maximum p ended Flow Rate Aerating Pressure Maximum Wind Load Number of Cover Plates FlOw Pattern Number of Flow Tubes 3 228 motors 1,172 meters 0.040 meters 3'779 aquare meters 3.778 SgUsre nl8ters 11.7 liters 3is B kilograms ml/s 207 kpag None Not Applicable Parallel _Multhube mat Enclosure None MATERIALS Glozing Nohe. Absorber Polypropyleno wlt Absorber Coaling Nona W stabillzatlon Insulation None Tested per AS RAE 98-1980 THERMgL pERFO (RA Incident A 1989) RMANCE ngia Modifier ;C�cct � 1; 0 Emdlency Equations 10.Sa fbe........... � 3.84 feet 0,13 feet 40.68 square feet 40.68 square feet 3.1 gallons 19.0 Pounds 6.0 9prn 30 Psig '�'Olcad Circulation " = 82.8 - 1862 (fi-Ta)/I T1 - 83.7 - 1844 (TI•Ta /1 Units of 77 -TM Q / W are • ) - 91169 (rn Ya)n}o tl z 82.8 - 326 (1T-Ta)p attjrtla � C 83.7 - 324 157 Tho oalector ha, teen A f(77•Tu}/I}: for the standard day Is natbd for energy output on ATINrs Unha of TI -Ta aro . Outp1>t oner 60'45 watt houns a (1 �mwuured. F Mujhr, ft, "Orgy ratln c ParfnAhd g for thls collector es distributed nca rusum� standard ds collect sctl on the secotkf-order eNiclen rt 10 hour Patotl, Y• Tdtal solar anergy aval*18 °r 7empnratuls cY CUrV9 Rr6: REFER Inti mLow 7etnperatura, 3S• C 9 3 •F) Erer0y HI©AhteTmOorature,80'C (122 41,000 Kilojout@sC/daYTem eraturo, 700.0 (21,2• 14700 ENCS 98002 blojoulos/day 381800 Btu/day tolaulos/day 14,000 Btu/d:i V 0 Btu/dny 33555 .,Hoy ro ro youQ S'Ys'rEjw N� ENGINEERM FOR Ur -E CoJWPvFcr THE so EX/sT1NG p®a L'q/�' pi�N,L'LS L P/LT,RgA'f0/1/ Vacuum Breaker (HC -121) ................................... Pressure Test Kit i (HC-PTK) used here to pressure test the system. ............. : Ball Valve (HC -5210) Three Way Valve (HC -33441 C_D -NEW PLUMBING C-� - EXISTING PLUMBING Check Valve (HC -1790) FIG 12.1 i RETURN FROM SOLAR COLLECTOR (WARM) ----- ROOF SENSOR VALVE CONTROLLER POOLSENSOR i1w 9. Attach the bottom headers of the collectors with HC -113 P � poo�H�nn►c ENciN DroRUFe 10. Attach feed and return lines following Heliocol's published guidelines. 11. Be sure all four corners of the array are securelyfastened Panel Clamps, 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 the roof. The corners where the feed and the header. The corner below the return fine should be supported athe weight of in the Row Kit. Locate this J -Clam 3" d to the roof by the Gator Clamp supporting a 1/z" a p p to the inside of the end ooftdhe panel along the he HC- 137 ie deramp • Allowwnfor gap between the J- Clam and the bottom of the header. (Figure 5.6) ALLIGATOR CLAMPS PPC PPC j PPC G or C CLAMP 1 PPC 'To support plumbing) G or C CLAMP ITo $upDOrl Plumbing) J•CLAMP Figure (5.4) Figure (5.5) Figure (5.6) 'GAP Figure (5.9) NOTE: *Additional Gator Clamps are required for surfaces with a pitch of 10/12 or greater. NOTE: Additional G N OTE: ator Clamps maybe used along the bottom header as desired. To allow for vertical expansion and contraction, an that the a head Is In fh •++r.�,�,, _ b�4m header mu_sl_be�nn, &Q, 50 b c-- rte. (Figure 5.9) As the installing contractor, it is your job to evaluate any site specific conditions that might create unwanted roof wear. As an example, if you are installing the system on an inexpensive or soft asphalt shingle roof, you'll want to put some 4" by 4" pads underneath each clamp along the bottom headers to prevent roof wear. Some installers make these pads from aluminum roof flashing or old mat systems, and attach them to the roof with silicone or an adhesive. �. ��'T3..._ 'I ll^.l+l n:_vm. Figure (5.7) C D 13 0 STAGED • AS Si✓gY� 6ELCW 2'-0- OL- TTP. PLAN Al COLLECTpRS I 5-I WMSAN A Cr •7Y-O'MAX rL� 'GATOR 103ER STsrp•t WOOD rRUSSE3 Ho .l 7 STP. OR CETTER VDIA STA "55 STEEL LAG COLT AT EACW GATOR CLA,T FLAT BUILT-UP ROOF 3 NELICC4X bArCR CLAM - 9 ' -'OCCL CCLLKrCRS MAY CE LOCATED M Y(T A7PEA EXLEF•r •CD�ER ZCNES• NS'_m MEAN IRC cp WEIC0IT . 75'-O' MAX Ixa. .LECTORS z -LL Crpp 5'+KL -01 DE NSrKLED W •C.OR.ER ZO-es' .5 "EDS.CLN ar ED A+C•AS elEl'Ja. ,wxE OI HIP T11:55I (GADL; 778.:5 C'JQDUT"'i C,>CI71Cl7 LOiG DRIENSIDV PLAN ATROOF _ 2 E n r•ERCENT 6 547pRr DT'E7:57CN 6 5 _ (,.YIRDPYs. OR A0 PERCENT -, uErCil7, DR � L"C"F— is S'7ALLcR Nor-$, 'gLtCC0. CO1EcrOR . L W /t.WS MEET TSE 3004 RISER SrStEiY FLCR7Dd CJICDAIG CODE. SECnON RM -0]1J. Pld.LS R'J'7� IN EFi _CT WTV COVE RE �� TE CNS DICTG r i NAi �GORYT>$SE {;F+pAtE 15 NECESSA rr. 7. LOADS O17TLNEP NN 7Q0+ iiORlD6 6E�J1 DESKt:ED TO FE5157 LTp . Dt7 rtu IOXNE .a. aao rELOC l ATO FGR ASCE T -W. C JApI EFOR C- uPp rE'LOCIIY. is r rL155E5 IT PICKET ) STP. OR eE-r ]. LAG COLT C,yumnEs AND •JrCEDMEXr5 A� CAg-eD UPCTTI �1An DE37C+I • ECIIIGdT7GN 'S D14 STAtLEy5-7-EL\ PIIBLISNED By TME NATIONAL f.ORESGRdDE LU'rCER AND F45 AS AS Pf�OUCis Fv",.q^/dTiQ1 LKa eGt: dT E AG+ GATOR CLA' P A. TT ru'>•A TEST .DA/t" —SE CRFYECTIONS Nltiy CEET+ HELICCOL GATC92 CLA••T• Wr LAG COLTS, t7 ,N wE1.1 .. COLLEGE srATK7n. TEXAS, ab IS Av L.V�AMLEE or NEL IOCOL STRAP ANC{-IOR 5. CLAMP - '9' DIAMETER LAG COLT TNIPD,\'.N CENTER CLE w EACH GArCR CLAtp• • LEavE ruU OZUTER'iDSt •701.E5 F1'R•ir . r1TICALLT- .5. - M mAN ft3 p MEAN NEIGWT . 75'-0- MAK WOOD rRUss s No. 7 STP. CR GETTER '•' DIA. 5TA41LIE55 TEEL C• N LAG COLT AT GATOR r_LA V,. AS' MAX •EIG47 . 75•-0- MAK 7 : MEAN DRILL 14 HOLE T1•a7 WG47 . )5•. . 1IEL7pCOL •GATC'R CCW-4MTLr'TILE A -b 1a►' STAF"55 STET[ CLAMP- Di NOT LAd COLT TO 1% 'j . J -.O OC. CO>rC1�TE TLE CREAK r,L, .r NUT r WA5WR E A. Ela �L E 5' OCLr PRDYDE toCrrrV AT LOLL CE roR � DrENT �YtO oIO�OD ••Ll W73, ITP. R15ER SrsmE l NELJOCCL • 2KTOD TRUs5E5 rK7. C4VLIR$5CREST r /\ )STP. OR BETTER SLOPED SWINGLE ROOF 4 5-I la' DI -1 srA LE55 STEEL LAG CCLT A7 EACN O- GATCR CL -0- AS- MAk \ 5LOF'ED CONCRETE TILE ROOF 5 y'•a ]' LC7Y LAG 50.T, il'P. E4 SW STAR C-4rC77DT -GArOR CLAt•9"• NELIOCCL CCLLECTCR •L?OD TR755Es •root. PpE55{:@ r7EArED CONT, RRE 7.4 T� GATCR CLd'r TRE MC.WTW. rTP. AT 74 •CDT AS' MAX O COLLECTOR P...lL rrP. SLOPED BARREL/ TILE ROOF 6 �...•..� 5-1 16 cf) C O a C E- a< O O U za 0 C) ae xus U z�= d 0 di V P•za• S-1 SLOPED SWINGLE ROOF 4 5-I la' DI -1 srA LE55 STEEL LAG CCLT A7 EACN O- GATCR CL -0- AS- MAk \ 5LOF'ED CONCRETE TILE ROOF 5 y'•a ]' LC7Y LAG 50.T, il'P. E4 SW STAR C-4rC77DT -GArOR CLAt•9"• NELIOCCL CCLLECTCR •L?OD TR755Es •root. PpE55{:@ r7EArED CONT, RRE 7.4 T� GATCR CLd'r TRE MC.WTW. rTP. AT 74 •CDT AS' MAX O COLLECTOR P...lL rrP. SLOPED BARREL/ TILE ROOF 6 �...•..� 5-1 16 cf) C O a C E- a< O O U za 0 C) ae xus U z�= d 0 di V P•za• S-1