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Home My WebLink About2429 Princeton Ave (3)CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit# : 0 0 I I c? ` Date: 13I0 JAN 13 2006 Job Address: Z N Z 9, Pr h e e-To h A 't% Description of Work: 6_9 2zS G q Historic District: Zoning: Value of Work: S 0 O Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Mechanical Plumbing Fire Sprinkler/Alarm Pool Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines # of Gas Lines Plumbing Repair— Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) IM Attach Proof of OwoersbiiR & Legal Description) 17C . InG P;1i1 N 7 Phone & Faso 3 ^2'F9 —0774 27s OOZ3contact Person: XA I- k— G Phone: Bonding Compsoy: Address: Mortgage Lender: Address: Arcbiteet/Engioeer: Address: Phone: Fa:: 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. 1 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 of Florida Lian L FS 1///o,4 Signature of Owner/Agent Date ignature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID Print Contra r Ag Name Signature of Notary -State of Florida Date for/Agent is Persgp@Ily OS; to Vie r ` C Produced ID 3 5 ` '9 X APPLICATION APPROVED BY: Bldg: Zoning: Utilities: Initial & Date) (Initial & Date) Special Conditions: initial & Date) FD: initial & Date) Jc DETAIL AVID JOHNSON. CPA, ASA .P r PROPERTY APPRAISER SEMINOLE COUNTY FL. 4' 1101 E. F1esr ST 3 41 SANFORD, FL 32771-1468 407-665- 7506 t .. 4 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-519-0000-0060 Number of Buildings: 1 Owner: TINDEL ANDREW M Depreciated Bldg Value: $55,335 Mailing Address: 2429 PRINETON AVE Depreciated EXFT Value: $0 City,State, ZipCode: SANFORD FL 32771 Land Value (Market): $18,375 Property Address: 2429 PRINCETON AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: PHILLIPS TERRACE Just/Market Value: $73,710 Tax District: S1-SANFORD Assessed Value (SOH): $73,710 Exemptions: 00- HOMESTEAD Exempt Value: $25,000 Dor: 01- SINGLE FAMILY Taxable Value: $48,710 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2005 VALUE SUMMARY WARRANTY DEED 11/2004 05534 1281 $109,000 Improved Yes Tax Value( without SOH): $993 CERTIFICATE OF 06/2004 05358 0454 $52,900 Improved No 2005 Tax Bill Amount: $993 TITLE PROBATE Save Our Homes (SOH) Savings: $0 RECORDS 11/ 2002 04619 1409 $100 Improved No 2005 Taxable Value: $49,774 QUIT CLAIM DEED 08/1984 01575 1625 $100 Improved No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 03/1983 01444 0083 $34,800 Improved Yes ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Depth Frontage LandUnit Land p Pick.- Method UnitsPriceValuePLATS: FRONT FOOT & 75 139 . 000 250.00 $18,375 LEG LOT 6 PHILLIPS TERRACE PB 8 PG 59 DEPTH BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost Num New 1 SINGLE 1952 3 888 1,339 1,059 BOCK ONC $55,335 $ 85,130 FAMILY Appendage / Sgft OPEN PORCH FINISHED / 16 Appendage / Sgft UTILITY UNFINISHED / 55 Appendage / Sgft CARPORT UNFINISHED / 209 Appendage /Sgft BASE/171 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed 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 JusNMarket value. VALUATION ENTITY Gary Pfuchler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Report for Florida DCA Evaluation MANUFACTURER Clopay Building Products Company 585 Duke Blvd. Mason, OH 45040 513.770.4800 The Clopay Building Products Company sectional doors as described on the drawings listed below meet the design and test pressures shown. Based on the testing and rational analysis detailed below, this product is evaluated to be in compliance with the following provisions of the Florida Building Code: Outside the EVHZ: 1606.1 Wind Loads (tested in compliance with FBC 1707A3.1, rei ANSVDASMA 108 or TAS 202) D Inside the HVHZ: 1619 Wind1oads for HVHZ (tested in compliance with FBC 1707A.3.1, ref TAS 202), 1625 Cyclic Tests for HVHZ (ref TAS 203),1626 Impact Tests for HVHZ (reE TAS 201) Description of Product: Steel Pan (min. 25 ga.) Single -Car (up to 9'0"wide) WINDCOD W4 Garage Door Design Pressures: +25/--32 Test Pressures: +37.5/-48 Specific Models and Technical Documentation: Model Test Report Drawine No. Comments 73W4, 1500W4, 75W4, 190W4, HCN-120AB 300159-Rev07 Glazing approved per HCN-I85C, HCN-3. Low head mom track 84AW4, 94 W4 approved per HCN-126. 76W4 HCN-120 A/B 102429-Rev00 Glazing approved per HCN-185C, HCN 3. Low head mom track approved per HCN-126. 42W4, 48W4, 55W4 HCN-120 AB 102046-Rev05 Glazing approved per HCN-185C, HCN-3. Low head mom track owed HCN-126. 4RSTW4, 6RSTW4 HCN-120 AB 102137-Rev02 Glazing approved per HCN-185C, HCN-3. Low head room track ved HCN-126. 4RSFW4, 6RSFW4 HCN-120 AB 102409-Rev01 Glazing approved per HCN-185C, HCN 3. Low head room track approved per HCN-126. 2RSTW4 HCN-120 AB 102430-Rev00 Glazing approved per HCN 185C, HCN-3. Low head room track approved per HCN-126. 110RW4, 120RW4 HCN-120 AB 101979-Rev04 Glazing approved per HCN-185C, HCN-3. Low head room track approved per H04-126. H73W4, H500W4, HCN-120 AB 102485-Rev02 Model uses horizontal reinforcement; door height does not affect H76W4 H94W4 perfarnlance. H4STW4, H6STW4, HCN-120 AB 102491-RevOl Model uses horizontal reinforcement; door height does not affect H2STW4 perfornmoe, H4SFW4, H6SFW4 HCN-120 AB 102576-RevOl Model uses horizontal reinforcement; door height does not affect aformance. Installation requirements: Installation must be in accordance with manufacturer's installation instrtxsions. Limitations and conditions of use: Jambs, lintels, sills or otber structural elements required to prepare openings are not covered. The design of the supporting structural elements shall be the responsibility of the professional of record for the building or structure and in accordance with current building codes for the loads listed on the dmawing(s) referenced above. Certification of Independence of Evaluation Entity: I hereby certify that (1) I have no financial interest in Clopay Building Products Company; (2) I am an independent licensed Professional Engineer in the State of Florida; and (3)1 comply with the criteria of independence as stated in 9B-72.110 FAC. Signature: Gary Pfifehler, P. E. Florida P. E. No. 49850 Date: l /o -/ MODEL 2 9 96 REDRAWN ON ONE PAGE STAN1Wt0 INSULATED 24 M. 94 - OPTIONAL DSS GLASS OR r/ rTNSITr fVAYS1YKEKE row esuArRK 3' TALL U-BAR OJ 12 1999 ADDED JAMB ATTACHMENT INFORMATION 2 ;COGA 73 7S t90 1SDo 1//8' ACRYLIC LITES AVAILABLE I-s/fr• THM TOM ` M NW= 20 CA CALV. STEEL 04 1 2000 [DESIGN LOADS WERE + -24.2; ADD SO KSI STRUT SPEC. TEE SECTION B-B) 04"To (loons adq 2' THft 05 3/16/2000 ADOEO LHR TRICK OPTION NOTE: DEL M/N SV90 1) INTERMEONTE STILE 20 GA. MIN. ENO STIES ATTACHED TO DOOR 06 9 003 CLARIFY GLAZING OPTIONS TTALNEO W( TOO L-LOG TOP & " SKW WITH PATENTED TOG-L-LAC SYSTEM 23 GA. MIN. STEEL J 3" 0 UREMANeE ADHESIVE (ALONG CENTER) r . A OP, BOTTOM tr CENTER). SIGN COATED WITH GALV.. t-7/B' 07 08/03/04 ADOEO INSULATED M/N 190, I500 AND A BA SMED-ON PRIMERPOLYESTER HORIZONTAL TRICK SUPPORT BY r T0P COAT APPLIED TO BOTH T DOOR INSTALLER (TO SUIT) I SIDES OF STEEL SIGN. r a re ea GUY. ST. TOPETHEOnaftGLAENOSNOW( 011 iNn pAAWKG xRETS 11[ W01 dMCneYACK W10 I" REWNEMPM Oi iHI na10A r1aAxK0 CODE 6rApar ATTM. R9 wKS) p W N10111ATIdMI 911e0N0 CODE M DOTS u9i YER M Irhe/e- SHEET YtT/L 1 PWAGT R(SISTAKi T. loi0lflrt row reKoeaAAc OCORs SCTarrs 13 H CALY. STEM STEEL FLAG BRACKET. c n7 EeG T. log A; 60 . Ie09.tA . WP LAP JOMS. EACH FASTENED 1b W000 JAMB WITH e ( 3) 5/16'xl-S/B" WOOD LAG SCREWS. lOdf POSITION BOTH SKIES) 14 " GALV. STEa TWO POOR LOCKING STIE DID W4GL tACN LOCK ENGAGES j96( K CONFIGURATION rAtrOlm TO ENo INTO VERTICAL4) II.s TRACK. ONE A A r A' P ffSF HEIGHT LOCHON nrrme SO M _ EACH DOOR. a 2' GALV. STEEL TRACK, Y TALL m 10 a "V. SM 30 KU V MIN, TRACK 1NICKNE55:.080' 8 - 0 BB INSIDE SLIDE YN &GAR. OKC U-Bw Am CK OPTISc011ora cc" U-Rw ArTACNIZ WY Lj C F sA KON TKO 1/4t7 4' SEIf TAPWiG I DOO vrlN sC.. PG UXaInN. TYP. 2-1/2'12 GA. GALV. STEEL TRACK BRACKET. OPTIONAL OUT40E KEYED LOCK POSITION may (4) TRACK BRACKETS PER SIDE. (FACTORY ATTACHED) MLx. ODOR WIDTH 9'0' DOORS UP TO 7'-Q- HIGH CONSIST OF 4) SECTIONS (SHOW_.N1. DOORSOVER7'-0 HIGH CONSIST OF ( SECTIONS (NOT WN). Ff* 4. 6' SHEET METAL SCREWS g ( 44IE: DOUBLE TRACK LOW HEADROOM IS AVAILABLE AS AN OPTION eiR QmLviC§1 MINJAM OIW. 7TQ1 rom iUCKEr Li 8 x4 SLEEVE ANCHOR BOLTS ON 74' CENERS (BOTH OW M AL 71q 14a5/e' C-90 BLACK OR 2,000 PSI MIN. CONCRETE) OR &ART IgTAL FRONT FRAME WITH U.V. 0 0 1/4'4' TAPCON SCREWS ON 24• CENTERS (2,000 COATING ON OUTSIDE SURFACE 4x3({' SELF PSI MIN. CO Cpfr WASHERS INCLUDED WITH ll = fCA=F.oG HCfK) RS. ('0.0. WASHERS REQUIREDa-A [cfeE rt[w1 , n TASCREWSWITHTAKONS. ANCHORS MAY BE COUNTERSUNK SELL 14 98 END HINGES 1B OAR TRMEeuTE HINGE (BUT NOT REOURIED) 70 PROVIDE A FLUSH MEW V VIEW 5 LOADS FOR THE WIND SPEEDS LISTED BEWW WWINDOW W rscaEw MOtROTNGSURFACE. HORIZONTAL JAMBS 00 NOT THTHIS DOOR M faf E HE ION GLAZING LrtE TRANSFER LOAD. ACING TO THE 2001 FLORIDA SLOG. CODE moLOCO INSIDE 114 lot OR 2000 19C ASCE7- 9B FOR THE FOLLOWING LITE ft-WNER SECTION 0-8 2.6 YELLOW PINE 2' GALV. STEEL TRACK 12 GA. GALV. STEEL TRA TRACK ATTACHED Ty I WITH TWO 1/4- 4/8 ! OR TWO 1/4" OW RIVETS. 1/2'x3" LAG SCREWS ON 24" CENTM I- D.C. WASHER REOUIREO. LAG SCREWS MAY BE COUNTERSUNK BAIT NOT REQUOREO) TO PROVIDE A FWSH MOUNRNG SURFACE. HORZONTAL JAMBS 00 NOT TRANSFER (DAD. STOP MOULDING BY ODOR INSTALLER (TO SLIM CONDITIONS: t) 04CLOSEO BUILDING. 2) DOOR j8x3/4' PAN HEAD SCREW 20 GA. MN. GALV. STEEL END STILE R3USN µCCTFIN IORIIOLDINGNY 'S END1ZONE 10 SCREWS PER LITE) 20 GA. GALY. STEEL INTER. STILE WINO SPEED 9 100 110EXPOSURE WELL r 10 120MEAN ROOF HEIGM 830• 30' 20' 30 OOr r NTO LATCH ENGAGES SRL 1- 6-V• ONTO VERTICAL TRACK. ONE SNAP LATCH ON IS sTWN Tb Si(fEa SiRt.S TERw/(NI INTER, STILEEACHSIDE OF DOOR. 14xs/ e SHEET METAL SCREWS. OUTSIDE 14 V. STEEL BOILER WNGE OUTSIDE EIOE D HANDLE FAS 0 TO ENO STYLES EACN W/(4) LNR TOP BRACKET 4f 14 S B- EET METAL SCREWS AND DOUBLE HORIZONTAL ENO 1 4 x3/4SE1F TAPPING SCREWS PER ENO HINGE. TRACK STILE 2' M SHORT STEM, 10 GALL STEEL ROLLER. INSIDE HANDLE LbEK- BAR LOCKING DESIGN ENGINEER: MARK WESTERFRI 000BI£ TRACK nlrtelpE KEYED LOCK FLORIDA P.E. #/48495. NC P.E. 1231 I eW HEu1ReDM evneN ewa L Te++ li1l ePneN enooL M,,o ,K neo R+e DESIGN 1AA05: +25.0 •P.S xw wm • wa..x + o TEST LOADS: +37.5 P.S.F. 1IOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SMALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS ORAWING. Clopay CLOPAY BUIIBLV PRODUCTS COMPANY nvltu 8585 DUKE BLVD. °"TE' 9/ x23/96 MASON, OH 45040 OrAVK W. Building Products (513) 770-4800 DRAUN . Mww P.,REPARATKIN OF JAMBS BY OTHERS, Com do 0e00 C.'v-v. M Rr4 e..w.a. ENO STILE ENSm GAGES IN TRACK ON EACHSIDE OF ODOR. P. E. TEXAS P.E. / 91513 k -32.0 P.S. T. 48.0 P.S.F. L DOM UM 9'W x 8'H B 300159 I 07 4.: