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HomeMy WebLinkAbout3912 S Sanford Ave (3)Permit # : CIS '-3 `' �1 �q / � t Job Address: c Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: O q/0 � f Zoning: Value of Work: S a4—t.—/ Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Mechanical Plumbing (Jt Fire Sprinkler/Alarm Pool _ Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) ,F- -- ace i Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # o// Wa r Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential l Commercial Industrial Total Square Footage: Construction Type:+Q ls' # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: �✓ , p'� O c 50 Owners Name & Address: Contractor Name & Phone & Fax: V Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: of Ownership & I '"w State License Number. L )y Ll Contact Person: r r l Phone: Phone: Fax: W. 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 [will notify the owner of the property of the req ui nts of Flori L naw, 713. tsm", lki Sig re of contractor/Agent Dat 'a Q id oo Signature of Owner/Agent Date qp 2d d o o Print Owner/Agent's Name Print Cont ct r/Agent's Name Signature of Notary -State of Florida Date gn re of Notary -State of Florida Date .°/s v urr� �U Owner/Agent is _ Personal) Known to Me or Y Contractor/Agent is _Personally Known to Me or %.,%J•SSP.� _Produced [D _ Produced ID 11111111% APPLICATION APPROVED BY: Bldg: )Zoning: (Initial & e Special Conditions: (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 .. SII IL DAVID Joh &flNCEA;ASA RTY: PROPE,0* P 15E. sE-MiNazu1, 9L r ao� ess�soa - 2005 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcelld: 13-20-30-501-0000-1690 Depreciated Bldg Value: $133,517 Owner: MILLER JEFFREY E & KELLY K Depreciated EXFT Value: $0 Mailing Address: 3912 S SANFORD AVE Land Value (Market): $21,261 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 3912 SANFORD AVE S SANFORD 32773 Just/Market Value: $154,778 Subdivision Name: PINE CREST Assessed Value (SOH): $112,102 Tax District: S1-SANFORD Exempt Value: $25,000 Exemptions: 00 -HOMESTEAD Taxable Value: $87,102 Dor: 01 -SINGLE FAMILY Tax Estimator 2005 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vac/Imp Qualified CORRECTIVE DEED 11/1999 03761 1616 $100 Improved No QUIT CLAIM DEED 10/1999 03742 0697 $12,300 Improved No 2004 VALUE SUMMARY WARRANTY DEED 04/1996 03060 0645 $100 Vacant No Tax Value(without SOH): $2,308 ADMINISTRATIVE 06/1994 02786 0987 $47,000 Vacant No 2004 Tax Bill Amount: $1,718 DEED Save Our Homes (SOH) Savings: $590 WARRANTY DEED 12/1990 02250 1319.$39,000 Improved No 2004 Taxable Value: $83,837 WARRANTY DEED 07/1985 01652 1053 $35,000 Improved No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 10/1984 01588 1592 $100 Improved No ASSESSMENTS ADMINISTRATIVE 11/1979 01255 0939 $100 Vacant No DEED , , Find Comparable Sales within this Subdivision LEGAL DESCRIPTION PLAT LAND LOTS 169 & 170 & N 20 FT OF LOTS 171 & Land Assess Land Unit Land 172 & E 1/2 VACD ALLEY ADJ ON W & S 1/2 Frontage Depth Method Units Price Value VACD ALLEY ADJ ON N & ACREAGE 0 0 .746 28,500.00 $21,261 ALLEY BETWEEN LOTS PINE CREST PB 5 PG 78 BUILDING INFORMATION Bid Year Base Gross Heated Ext Wall Bid Est. Cost Bid Type Fixtures' i 'SF ' Num Bit SF SF Value New 1 SINGLE 2000 8 1,950 2,590 1,950 CB/STUCCO $133,517 $136,941 FAMILY FINISH Appendage / Sgft SCREEN PORCH FINISHED/ 169 Appendage / Sgft OPEN PORCH FINISHED/ 38 Appendage / Sgft GARAGE FINISHED / 433 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=13203050100001690... 9/8/2005 b c) b O n FRAMING 15 DE5ICGNED TO O LA y 6 0Z o DIAGONAL u 0 TYPICALLY_ Y PER "SK A n ? 6 O o 0 romp T �O to M � E�- �n r O �h 1'i, N 0 0 ,�o [ $�D D y n�D ag r OPP. I HAND 4'-011 to BACK-TO-BACK "C-2" CHANNELS g 1 (o' -O" LONG COLUMN ELEMENT, TYP. OF I LOGATIONS- 4' 0" 4'-0" 4'-0" �-02' 0" lie lie NOTE: 50LAR COLLECTOR SUPPORT j (FLAT) FRAMING 15 DE5ICGNED TO O LA y 6 0Z o DIAGONAL u MEAN ROOF HEIGHT, TYPICALLY_ Y PER "SK A n ? 6 O G-2 (FLAT). romp T �O to M � E�- �n r O �h 1'i, ^ ` J 0 ,�o [ $�D D y n�D ag r OPP. 114 n I o �rnD NAND h N 60 ch OPP. I HAND 4'-011 to BACK-TO-BACK "C-2" CHANNELS g 1 (o' -O" LONG COLUMN ELEMENT, TYP. OF I LOGATIONS- 4' 0" 4'-0" 4'-0" �-02' 0" lie lie AC FLAN w-CALE: 3,b" = 1'_0" NOTE: CHANNE L5 DESIGNATED "C-2" IN PLAN SHALL BE 2" DEEP X 1" WIDE X mss" THICK l6Oro3-T5 ALUMINUM, TYP. NOTE: 50LAR COLLECTOR SUPPORT j (FLAT) FRAMING 15 DE5ICGNED TO '+l•t RES(5T 2001 FBC 110 MPH DIACsONA BRACING ® DIAGONAL BRACING MEAN ROOF HEIGHT, TYPICALLY_ PER 11!K-0311 PER "SK -0311 G-2 (FLAT). ---- (TYP.OF I ---- — OPP. AORIZONTALS) NAND -� -03 C-2 (FLAT) Nme CHANNEL "C-2" DDED VERTICALS DIgG AL BRACING �DIAC-40NAL B GING PER "S< -03H (TYP. OF 1) C-2 (FLAT) E " =03'� — — lJ �J C-2 (FLAT) ' C-2 (FLAT) GGN EGT SOLID DO NOT CONNECT— COLL ECTOR ALONG 50LID COLLECTOR THES LINES ONLY, ALONG THESE CR055 AND LY CONNECT g MEMBERS, TY C-2 (FLAT) VER GALS, TYP. AC FLAN w-CALE: 3,b" = 1'_0" NOTE: CHANNE L5 DESIGNATED "C-2" IN PLAN SHALL BE 2" DEEP X 1" WIDE X mss" THICK l6Oro3-T5 ALUMINUM, TYP. NOTE: 50LAR COLLECTOR SUPPORT j FRAMING 15 DE5ICGNED TO '+l•t RES(5T 2001 FBC 110 MPH uJ{ND FOR 5:12 PITGf 4 ��I AT 25' MAXIMUM ® ROOF MEAN ROOF HEIGHT, TYPICALLY_ AC FLAN w-CALE: 3,b" = 1'_0" NOTE: CHANNE L5 DESIGNATED "C-2" IN PLAN SHALL BE 2" DEEP X 1" WIDE X mss" THICK l6Oro3-T5 ALUMINUM, TYP. N o � At o� W0 N 0 Z 0 n (n n C o n ' j a� c b@o,� G_. •. ^ JJ`JJ pair cc o� p U3 � /fiInn N W M r' V 0 n m 0 D 0 0 D -I CA 0 0 0 CRO55 MEMBER WITHOUT VERT_ COLUMN TO ROOF. DO NOT CONNECT SOLID COLLECTOR WERE, T'tP. SOLID COLLECT PANEL SLOPED C-2—' CHANNEL (TYF'_) L3X2X3" LONG (LLV) W/ 5/1ro"X4" LONG ZINC LAG BOLT TO ROOF TRUSS. — PROVIDE FOR 3" MIN, EMBEDMENT INTO TRUSS, TYPICALLY, BOLT ANGLE TO C-2 CHANNEL W/ %" DIA. STAINLESS STEEL BOLT W/ LOCK WASHER 4 NUT, TYP. NOTE. SEE SHEET 6K-01 CRT ERIA, WINDDEP SIGN . r 1 �5K=02-)SCALE= iz" = I'-0„ "SIP1„ CONNECT SOLID COLLECTOR PANEL TO CROSS MEMBERS ONLY AT VERTICAL MEMBERS, TYP. (NOT AT CROSS MEMBERS WI -I I CH OCCUR AWAY FROM VERT. I COLUMN LOCATIONS) SINGLE "C-2" VERT., TYP. OF I LOCATIONS U300D 8001= TRUSSES e 2'-0" O.C. TYP. wm /I /� 4" DIA. STAINLESS STEEL BOLT W/ LOCK WASHER 4 NUT, TYP. ALL CONNECTIONS_ �-2 -*14 ZINC TEK SCREWS W/ N%" HEX WASHER HEAD (2 SCREWS fD EA. CONAL. TYP.) BACK-TO-BACK CHANNELS AT EAC4 SLOPED "C-2" (?YP. 10 1 LOCATIONS) LEVATICN 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 tfi'e rack or roof surface. (Additional Gator Clampsare required for surfaces with a pitch of 10/12 or greater). HG -1.10 ALLIGAMR CLOMP PANEL. HEADER (TOP)\ - HC -113L LATCH Q� HC -113B 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 Y" X 2" S.S. Lag Bolt. (Figure 5.76) 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) r.% /. Figure 5.5 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) L ;WAGED 2'-0' OG. TTP PLAN AT COLLECTORS t [Kl MEAL NEIGNT . 75•-0 , ' MAX 1-ELIOCibTAA�.- 1-ELIOCOL. -GATOR CLAMP— IOCOL CLAMP' COLLECTOR RLOER SYSTETt WOOD TRUSSES NO. 7 SYP. OR BETTER nnoo b' DIA STAPLERS STEE 7 STP. LAG BOLT AT EAON GATOR CLAMP LS• DLASTEEL LAG BOLT AT EAC3I GATOR CLAMP IELICCOL COLLECTC MAY DE LOCATED N ANY AREA EXCEIn 'COfdER ZO EW NOTE, MEAN ROCf - WEid T . 25'-0' MAX F WM COLLECTORS &"LL NOT BE I WTALLED N 'CORNEA tCPES !"Y SN4DED ARMAS BEL OIUI B NIP TFam I I. WA SLE TR10.1 LOW DIMENSION 1 'Y WDT,, CR COFdER ZGlE IR' PLAN At ROOF * 2 '"ALL BE Im PERCENT OF 5HOR:T 0II194510H OF BUILDWX OR 40' S -I PERCENT OF SAVE Wis"T, OR 1 FEET, UIICIEYM 15 SMALLER NELIOCOL COLLECTOR h6'7�A RISER SYSTEM, WELIOCOL G MORG CL.VTP UI/ LA L COLLECTOR CGHECi1G71! OMgUI HAVE BEEN DCEY3ED TO REDbT WND BCl i0. LOADS —WIED N 1001 FLORIDA OUILDPIG CODE FOR 110 MRI WND 4S' MAX GATOR CLJrIP V£LOCITI-, AND FOR ASCE 1-b FOR 1ID MRI WND VELOCITY, TYRCALLY 2 LAG DOLT CAPACTES AND FTCEDMENTS ARE BASED WCN'NATICNAL DE -'AG" SWECPIGLTICH FCR STRESS GRADE LtYCER AND FASTENlY,S• AS PUBL15LED D7 TE NATMONAL FOREST PRODUCTS A WOIATWK CUOG TR755E5 NO. ] STT. OR BETTER y- ORD TW,El TEST DATA FOR rWSE CONNECTION' N/b BEEN COMPILED -DT TEXAS A / M WIVERSRT, COLLECT STATIOR TEXAS, AID 15 AVALABLE la• 614 STAINt_E;A .ITEFl TNROIYsN HELIOCCOL, INC LAG BOLT AT EAC,, GATOR CLAPP L PFET'IDE b' DIAMETER LIC. BOLT TLIRO7YGd CENTER HOLE N EAC,, GATOR CLAMP - LEAVE TCU OUTERMOST MOLES EMPTY, TYPICALLY. HEL IOGOL STRAP ANCHOR. Z S -t 'tIQIE, MEAN ROCr HE7r+ • 75'-0' MAX NOTE MEAN RCGF [{� MEAN R17C♦= 1EIG,,T . 75'-0' MAX ti2m T . m RC :F DRSLL-LA'POLE TNRU .MAX �EUOCOL V.ATOR CO,YJ7�IE'TILE AND ; CjArP• 015TALL LAG BOLT TO NEL IOCOL •GgTCR� AS NOT TO BREAK TILE CLAMP- CAIL�ESE TILE PROVIDE 3' BOLT > 1-ELIIX'-0. EiMELhETli INTO ¢BOD MAxW-L TILE ------TT� COLLECTOR TR195 5ELC41. C��( RISER ST5TEMWLIOC- ZX COLLECTOR Y1000 TRASSES NO. RISER SYSTEFL 0 4!' MAX 7 SMP, OR BETTER LI' DIA STAPLE55 STEEL - 0. LAG DOLT AT EACH 4S' MAX GATOR CLJrIP SL OPER CONCRETE FLAT BUILT-UP ROOF 3 SLOPED SHINGLE ROOF d TILE ROOF 5 f CJIa \•.I-� Sit ACYL r•.I.! ��I 4Lli\'./.I S -I MLL V HOLE TF7Ru CONCRETE TILE AND INSTALL LAG DCCT TO AS NOT TO BREAK TILE PROVIDE 3' BOLT FrEEOMEWT HTO;UCO TRU55 BELM �4E]L10CCL �\ COLLECTOR i STP: OR BETTER LI' DI%. STANLEW STEEL 0• MITI LAG MOLT AT EACH 4S• MAX GATOR CLAMP SLOPED BARREL TILE ROOF 6 rnul - EP q0 bA FLORtaAZ922 61D3 p•�iDA•. _p �+aHUF��c7'il��A FSE x FRe��'laeo Oclotrer Gorl9c�:or a oou Hbliocoi qC • ag�� -9 P'I�sao {allocol A in 0 r��J nm Q rn �Om C�IItlB S' _prl I� 2 o I S frl<J (] P b+�Frr (Fs£C.I 4horoance co„ac or ,ocw yaq wnn Praeu a Pe c lTPa �p qtn oda W,o nts> v,e ua sv w v•. 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R�.�1Ir1/IBIt , CheckValYe.,,,._ ,4 ¢ • Y � 1 11 RETURN FROM SOLAR C(D I,LECTOR i Check Valve (roll 15 Instil eget fhspom C'hionnaiof meaie 01not poo a cessories (oplional) �' Y�•IM�.t��i, • Y � 1 11 RETURN FROM SOLAR C(D I,LECTOR i Check Valve (roll 15 Instil eget fhspom C'hionnaiof meaie 01not poo a cessories (oplional)