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Home My WebLink About103 Cobblestone Wayr; Permit # : L.J Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION RECEIVED3asDate: C S Col hf c OEM C _ FEB -VO06 c! v1Z%C c. C t' /./o a Zoning: v Value of Work: $ 9700. Permit Type: Building Electrical Mechanical Plumbing 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 Cale. 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: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel N: —4YP— 3 l c( - 30 6'W(Attac/b Proof of Ownership & Legal Description) OwnersName & ddr ess: o G7 H e Cad f' o!r C " Contractor Name& IA0dress: 57-Cif r, vS Con i*C,i r1ll. y C-l. e >"G Sri % Ll t . S bk c fie yr L 3TF!V State License Number: Phone & Fax: g63 — 16 C%— t7 i Contact Person: A f' G L G r- Phone: Hooding Company: Address: Mortgage Leader: Address: Arehitect/ 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. 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 TOOBTAIN 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 requirements of Flori FS 713. Signature of Owner/Agent Date /gjjOiaturi of Contractor/Agent` Date GkC'- C'/ /J t•7 ,h.,"f rnm vwneringem s rrame Signature of Notary -Stale of Florida Date S a of Florida- 5 DEBBIE BiANTON Y h"CO :i3S1ON # E:.:':.- c1=S• DD 188391 Owner/ Agent is _ Personally Known to Me or Contractor/Agent is -- -Personally Known to9vleror r c.- .' "" rj'a•rvniAax ( .. /O / ProducedIDProducedlD" APPLICATION APPROVED BY: Bldg: f Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 2` 1 11 DAVID JOHNSON. CFA. ASA ILL PROPERTY APPRAISER ea SEMINOLE COUNTY FL. 1101 E. FIRST ST CR 46A SANFORD, FL 32771-1468 407 665-7506 T y 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-508-0000-1160 Number of Buildings: 1 Owner: DOHERTY AGNES M Depreciated Bldg Value: $85,573 Mailing Address: 103 COBBLESTONE WAY Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $20,000 Property Address: 103 COBBLESTONE WAY SANFORD 32771 Land Value Ag: $0 Subdivision Name: MAYFAIR MEADOWS JustlMarket Value: $105,573 Tax District: S1-SANFORD Assessed Value (SOH): $71,788 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $46,788 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,617 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $892 WARRANTY DEED 08/1990 02211 1329 $64,900 Improved Yes Save Our Homes (SOH) Savings: $725 WARRANTY DEED 0411985 01632 0662 $62,700 Improved Yes 2005 Taxable Value: $44,697 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LEG LOT 116 MAYFAIR MEADOWS PB 29 LOT 0 0 1.000 20,000.00 $20,000 PGS 31 TO 33 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 SINGLE 1985 6 1,314 1,647 1,314 SIDING AVG $85,573 $93,014 FAMILY Appendage / Sgft GARAGE FINISHED / 285 Appendage / Sgft OPEN PORCH FINISHED / 48 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 Just/Market value. Florida Building Code Online Page 1 of: Florida Engineer or Architect Name: Florida License: Quality Assurance Entity : Validation Entity: Authorized Signature: 1606.1 FBC ANSI/DASMA 2002 1707.4.3.1 108 Gary Pfuehler PE- 49850 Omega Point Laboratories John E. Scates, PE Mark Westerfield mwesterfield@clopay.com Evaluation/Test Reports Uploaded: PT1n 3026, T__ 1000W - j 0-, RcK01_ pdf PTID_3026 T 1(0)W5-09- PTID 3026 T 1000W5-16- RevOI .pof -- - II) 3026 T' 430OW4-09- http://www. fl ondabuilding.org/pr/pi_detl. asp?IPT=3026&RV--O&fm=RO Srch 4n120( Evaluation/Test Reports Uploaded: PTID 3026 T- 1000W3-16- RrvOl.pdf _ P'TiD 3.026_T_1000W_5-0 RevO l .pdf PTID 3026 T 100OW5-16- RevO I .pdf PTID 3026 T 430OW4-09- Rcv0l.pdf _ PTID 3026 T 430OW4-16- Rcv0l.pol' PTID 3026 T 43(H)W4-ih- Rev02.pdf - PTID 3026 T 43(H)W6-09- Rev0l .Nt PTID 3026 T 430OW(rib- RevO I .pol' PTID 3026 T 4300WO.-1 S- RevO I .pdf PTID 3026 T 73W3-16- RevOl.pdf _ PTID 3026 T 73W4-09- RevO l .pdf PTID 3026 T_ 73 W4-16- Rcv02.pdf P"TI D_3026 T 73 W4-18- RevOl.pdf -- - PTID 3026 .r 73W5-09- RevOl.pdf _. -- PTID 3026 T 73W5-16-HY- RevOl .pdf PTID 3026 T 73 W 5-1(i- RevOI .pdf PTID 3026 T 73W649- Rev Ol .pdf P71D 3026_T 73W6-16- RevOl .pol' PTIU_3026__ T 73 W6-18- RevO I .pdf PTID 3026 T 94 W ()-18- Rev0l.pdf — PTID 3026 T CIlW4-t(r RcvO I .pdf PTID 3026 T CI IW5-09- RevOt pol _.. ._ PTID 3026 T C I I W5-16- Rcv0l.pdf PTID 3026_ T_Clopay FPS Manual.pdf PTID-_3026_T Clopay Scmi- Custom Reserve Supplcmcntal Manual.pdf PTID 3026_T_Clopay Shiplap Pan Manual.pdf PTID 3026_ T Clopay 'forsion Spring Manual.pdf PTID 3026 _T_Clopay Wood Manual.pdf PTID 3026 T FPA ResiModel Info Rcv03.pdf P"TID 3026 T RHISW5-09- RcvO2.pdf EVALUATION ENTITY Gary Pfuehler, P. E. 5665 Green Oak Court FaWicld, OH 45014 Product Evaluation Report for Florida DCA Evaluation 0 73W4-09 MANUFACTURER Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513.770.4800 The Clopay BWkimg 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: 0 Outside the HVHZ: 1606.1 Wind Loads (tested in compliance with FBC 1707.4.3.1, ref: ANSI/DASMA 108 or TAS 202) 0 Inside the HVIM- 1619 Wind Loads for HVHZ (tested in compliance with FBC 1707A.3.1, ref. TAS 202), 1625 Cyclic Tests for HVHZ re£ TAS 203 ,1626 Impact Tests for HVHZ reL TAS 201 Description of Product: Steel Pan (min. 25 ga.) Single -Car (up to 9'0"wide) VANDCOD W4 Garage Door Design Pressures: +25/-32 Test Pressures: +37.5/-48 Specific Models and Technical Documentation: Model Test Report Drawina No. Comments 73W4, 150OW4, 75W4, 19OW4, HCN-120 A/B 300159-Rev07 Glazingapproved per HCN-185C, HCN-3. Low head room track 84AW4 94W4 approved Per HCN-126. 76W4 HCN-12O AB 102429-RevOD Glazing approved per HCN-I85C, HCN 3. Low head room track approved per HCN-126. 42W4, 48W4, 55W4 HCN-120 AB 102046-RevO5 Glazing approved per HCN-185C, HCN-3. Low head room track approved per HCN-126. 4RSTW4, 6RSTW4 HCN-120 A/B I02137-Rev02 Glazing approved per HCN-185C, HCN 3. Low head room track approved per HCN-126. 4RSFW4, 6RSFW4 HCN-120 AB 102409-RevOl Glazing approved per HCN-185C, HCN 3. Low head room track iipproved per HCN-126. 2RSTW4 HCN-120 AB 102430-Rtv00 Glazing approved per HCN-185C, HCN-3. Low head room track rovedper HCN-126. 1 l ORW4, 12ORW4 HCN-120 AB 101979-RevO4 Glazing approved per HCN-185C, HCN-3. Low head room track approved per HCN-126. H73 W4, H50OW4, HCN-120 AB 102485-RevO2 Model uses horizontal reinforcement; door height does not affect l76W4 H94W4 performance. H4STW4, H6STW4, HCN-120 AB 102491-Rev01 Model uses horizontal reinforcement; door height does not affect H2STW4 performance. H4SFW4, H6SFW4 HCN-120 AB 102576-Rev01 Model uses horizontal reinforcement; door height does not affect rmance, Installation requirements: Installation must be in accordance with manufacturc s installation instructions. Limitations and conditions of use: lambs, lintels, sills or other 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 drawing(s) referenced above. Certifeation of ludenendenee of Evaluation Entity I hereby certify that (])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 F.A.C. Signature: Gary Pmehler, P. E. Florida P. E. No. 49950 1xte: f-lam Yo -/ 4 MODEL 2 9 96 REDRAWN ON ONE PAGE STANDARD INSUUTEO 03 12 1999 ADDED IAM8 ATTACHMENT INFORMATION 24 GA. 4A. 94 UMOPTIONALDSeCAMS OR 10 OD ITT PaTseltIX TON/ va"Ta J' TALL V-BAR 25 GA 1 7375 1190, 1500 f 1 8' ACRri1C UTES AVAILABLE I-0/1C TWK RIM WM WMW 20 CA OALV. STEEL 04 1 2000 DESIGN LOADS WERE + -24.2: ADD SO KSI STRUT SPEC. om1 peuAM UMS San 1' T14a EE SECTION B-B) OS 3/15/2000 ADDEO LIR TRACK OPTION NOTE: DEL. M/N 82190 1) INTERMEDIATE STILE 20 GA. MIN. ENO STILES ATTACHED TO DOOR 06 9/2003 CLARITY GLAZING OPTIONS ITTA, 01E W// TOG L- k e0 SKIN WITH PATENTED TOG-L-LAC SYSTEM 25 GA. MIN. STEELIs 1 3' D URETHANE ADt AL CEN 1f wJ r, . A P, 80TTOM k CENTER). SKIN COATED WITH CALV., 1-7/e' 07 06/03/04 ADDED WSUTATEO M/N 190. 1500 AND A BAKED—OONPOLYESTER NOPoZDOOR TRACK SUPPORT Y TOP COAT APPLIED TO BOTH T DOOR INSTALLER (TO SUIT) SIDES OF STEEL SKIN. I M M y • 14 OA GMV. STEO. TOP TKE OPIIONAL CLOW SmINK ON THS ONi7Nc M[LTS THE now WwAm. TAOK 111N0 toa RCOUNDADfIf of ttK I1ORIGA emom 000E emew ATLCAILe w/(3) OR MERK4.O" aLMO410 000E awT % NpC NEST M /1M5/e' sNEET YELL. b 4APALT RESSTANI REOVIRORM FOR WKoeorE TRIS 70swS rEll GA. CALV. STEEL FLAG BRACKET. o team SECT. t000..r SC 4EC1. 1400.1.4 SNP W GH FASTENED TO WOOD JAMB WITH 4 LOCK POSRION S/ ta'x1-5/8' WOOD LAG SCREWS. BOTH SIDES) 14 9a DMA. SIM TWO POINT LOCKING END SLIOE BOLT 00 14NX E CN X CONFIGURATION STILE LOCK ENGAGES F'm TO END q INTO VERTICAL NAILS w AL 1aE DOOR S TRACK. ONE A 4 1 atl/4' MF NEWHT 'L'4 3.s ZS LOCK ON TMPNC aonYrs. : or EACH SIDE 4 2' GALV. STEEL TRACK, - xC OFODOR. NW. TRACK TICK A60` 1 i J. TAIL . 20 oA OM.V. %M e0 NO `L• - L INs1D le T I MN w-1AI. ONE I PLR a - o ee LOCK OPTION / SOW TAPPING W / sam xri . IOaTION. 2 ;1/2'N12 GA. GALV. STEEL TRACK BRACKET. fl V— OPTIOVENAL OUTSIDE KEYED LOCK POSfTKW K BRACKETS PER SIDE (FACTORY 'ATTACHED) MAIL. DOOR WIDTH 9'0'DOORS UP TO T'-Q' HIGH CONSIST OF 4) SECTIONS (SHOWN)• AA- S ,,,, DOOR$ OVER 7'-0 NIGH CONSIST OF ( SECTKINS (NOT SIN INN). IBLE TRACK 1: 1A a' SHEET METAL SCREWS LO ROOM IS t4 rA1Y *RLJ AS AN OPTION 44 a x4 SLEEVE ANC11pR ON 24 CENTERS 1S a " "741 aRACxEr. BOTH AiTA.ylmYRIN 14Q 14x3/0' - C- 90 BLOCK OR 2.000 PSI MIN. C)NCRETE) OR BI[ET MEO1L IRONT FRAM U.V. 1 / 4'x4' TAPCON SCREWS ON 24' CENTFRS12MO COATING ON IRE SURFACE O 1/ 4'K3 4' SELF I P51 MIN. CON(XtE117. WASHERS INCLUDED WITH e,'a wd1P. SLEEVE APICFpRS. P D.C. WASHERS REQUIRED ecrYlau .-. (SIDE NF T RS e PPWSCREWS. W(TN TAPCONS. ANCHORS WY BE COUNTERSUNK e 14 END HINGES 3D eA. WTrHUEDMIIE-_HWA (BtR NOi REQUIRED) TO PROVIDE A FLUSH THIS E%C iNE qN GLAZING Oyn0" l0 SCREW OE1$ WEw •y; MOUNTING LOAD. NOPoZOMN JWaS 00 NOT S FOR THE WIND SPEEDS LISTED BELOW TRANSFER LOW. ACCORDING TO THE 2001 FLARIGA BLDG. CODE MMOED INSIDE OR 2000 1BC E7-o5 FOR THE FOUOWWG UIE RETAINER } 2x6 YELLOW PINE JAMB 12 GA OALV. STEEL TRACK BRACKETS FASTENED TO W000 JAMB WITH ONE 5/16'xl-5/8• LAG SCREW PER TRACK BRACKET. SMO MOULDING BY DOOR WSbLLER (TO SUIT) Cowu is. I) FIICLOSE BUILDING, 2) DOOR /axJ[4 P 1 HEAD SCREW 20 Gk MIN. GALV. STEEL END STILE HAS 2' OF WI TH IN BUILDING'S END TONE. (10 S,& PER LIE) 3 WPORT GE FACTOR OF 1.0 4) ANY ENO 20 GA. GALV. STEEL INTER. STILE A WINO SPEED MPH s 100 t t0 t i t20 STILE UR or SNAP LATCH ENGAGES INTER. MEAN ROOF HEIGHT JO' 30' 20' 30' ONTO VERTICAL TRACK, STILE ONE SNAP LATCH ON I GA. GAILY. STEEL CENTER H/I NQE EACH SIDE OF DOOR ENGAGES IN 14R 0/8Q SHEET[ TK SCREWSi INTER. STNE TRACK ON OUTSIDE EACH SIDE HANDLE OF DOOR. 2' GALV. STEEL TRACK FASTENED TO -A 42 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH TWO 1/4'95/8' BOLTS k NUTS OR TWO 1/4" OA. RIVETS. 1 x3 0.0. LAGSCREWSON24CENTERS. I WASHER REQUIRED. LAG SCREWS MAY BE OOUNTERSUNK 8UT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. 14 GA. CALV. STEEL ROLLER "WOE$ LHR TOP BRACKET OUTSRIEHANDDFLE - F0TOENDSTILESEACHW/(4) at END 14x3 8 MEET METAL SCREWS MID DOUBLE HORIZONTAL STILE 41/4 x3/4 SELF TAPPING SCREWS PER END HINGE. TRACK 2' OIA SHORT STEM. 10 BALL STEEL ROLLER. INSIDE HANDLE R IE DESIGNENGWEER: MARK WESTERFIEL.D. P.E. DOLIRIF TRACK 9LaSIpE,.KE7 D L0GK FLORIDA P.E. 46495 NC P.E. 023832. TEXAS P.E. fB11 LOW NFATI1mnu OPTION eu.R uraa 1 K eaneN aRcw wwRa 4i 4„T DES ON WN(DS: +25.0'P.S.F. $ -32.0 P.S. . Rw — • mm+ HEST LOADS: +37.5 P.S.F. k -46.0 P.S.F. GETMTHE ERESESPONSIBILITYSOFOTHE PROFESSIONAL OFLLMNRECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT 8110.01NG CODES FOR THE LOADS LISTED ON THIS DRAWING. Clopay CLOPAY BULLRING PRODUCTS COMPANY NVltu 8585 DUKE BLVD. °"' 9/23/96 MASON. OH 45040 MAVR By, Building Products (513) 770-4600 Mww PREPARATION OF Mugs BY OTHLFRS Company a"* c«.«P4« AN 169M. IN... CICOaO V. w4 - 1 9'W K 8'H LCINPTMO 3 75 84A 94, VW +25 -32 B," v w MAaEA159 R07 OFFICE PLANS REVIEWED CITY OF SANFORD PERMIT #QkosA'S