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HomeMy WebLinkAbout117 Golfside Cir (6)Application #:I Jb Address: 1 —2_481 CITY OF SANFORD PERMIT APPLICATION Submittal Date: 06-18.0-:7 6. 1 O. 0.7 ��. ,3.2773 Value of Work: S /1!V, 00 Parcel ID: tl q -26-3V-513- O000-0 99 0 �Zonning: �,.w,�aC Historic District: Description of Work: � All �t� nAj Qalco9p u/r .�. Square Footage: ........................................................................................................................ Permit Type: Building ❑ Electrical ❑ Mechanical Q Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ 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 ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) ..................`.�-............C..................................................(.�............1..................(.�.... P operty Owner: J � e r `�2 Dr, Contractor: ('nG1,� 1 S(�'1�0L`�N'1"' _Alddress: 1 7dress: 02Z MAYAI Ile ,-y� p �1 a -�rnnmee �1.. 39'1 Phone: �'✓moo' 7 E-mail: Phone.gVtgo-t%gstate License Number: Bonding Company: Address: Arch itect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: 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. d 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 this county, and there may be additional permits required from other govemmental entities such as wa arl Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: in the public records of w 6 v jmltu Contractor/Agent is _ Personally Known to Me or Produced ID;)4 1 j" ENG: BLDG: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re_web.seminole_county_title?parcel=04203051300000290&cp... 6/4/2007 44 D"m JoHmsom. C17A, ASA PROPERTY GCILFSIDE CIR APPRAISER `� �U 20 28 X SEMINOLE COUNTY FL, 1101E. FiasTsT SANFORD, F�3277t•1468 � .5 407.665-7506 2007 WORKING VALUE SUMMARY W CRYSTAL DR GENERAL Value Method: Market Parcel Id: 04-20-30-513-0000-0290 Number of Buildings: 1 Owner: FITZPATRICK JOSEPH D Depreciated Bldg Value: $161,348 Mailing Address: 117 GOLFSIDE CIR Depreciated EXFT Value: $2,576 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $45,000 Property Address: 117 GOLFSIDE CIR SANFORD 32773 Land Value Ag: $0 Subdivision Name: MAYFAIR CLUB PH 1 Just/Market Value: $208,924 Tax District: S1-SANFORD Assessed Value (SOH): $109,345 Exemptions: 00 -HOMESTEAD (1999) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $84,345 Tax Estimator 2006 VALUE SUMMARY SALES Tax Amount(without SOH): $3,179 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $1,608 SPECIAL 12/1998 03566 1162 $95,900 Improved Yes Save Our Homes (SOH) Savings: $1,571 WARRANTY DEED 2006 Taxable Value: $81,678 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... _ Frontage Depth Method Units Price Value LOT 29 MAYFAIR CLUB PH 1 PB 53 PGS 7 & LOT 0 0 1.000 45,000.00 $45,000 8 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Bid Type Fixtures Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 1998 7 1,338 2,096 1,618 CB/STUCCO $161,348 $167,634 FAMILY FINISH Appendage I Sgft ENCLOSED PORCH FINISHED / 280 Appendage / Sgft GARAGE FINISHED / 411 Appendage / Sgft OPEN PORCH FINISHED/ 67 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 WOOD DECK 2005 560 $2,576 $2,800 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=04203051300000290&cp... 6/4/2007 + 9 - i 1+ REVISIONS cTFFI cKINI OPTONAL DSB OR 1/B" ACYRUC UTES AVAILABLE. OPTIONAL (5) WMMMEOMTE STILES FOR 10' MOE DOOR. DESCRIPTION L L( (rr FRGT (25 GA MnYUC GLAZING R PLASKOLAE OPTIX OR LUC11E GP ATTACHED W/ rac-L-Inc (TOP & M REV. NO. ZONE: DATE: ECN NO. AP PVD: SKIN) APPROVED CC2 PLASTIC IN ACCORDANCE WITH 18C/FBC AND URETHANE ADHESIVE (ALONG CEN R) -2 D2 9/2003 MWW ADDED STILE QUANTITY CHART } !1,ODEL: 4RST ( 42 GA• STEEL-=-- 2� VED C2 PLASTIC a-B) ---r^ A 3 _ 5/2005 1 - I SH I UPDATED CODE REF. HORIZONTAL TRACKSUPPORT BY + DOOR INSTALNSt&lE0. (TO 51M) ) 20 G. MIN. ENO TD ATTACHED TO DOOR SKIN MD+ PATENTED TOC-L-IAC SYSTEM D (TOP, BOTTOM a: CENTER). IJ CA STEEL BRACKET. EACH FASTENED To WOOD aAMe WITH w000 LAG scREws. CENTER DOOR tgt]E; DOUBLE TRACK SM Igr CONFIGURATMN COW HFIDROOM S . AVAUBLE AS AN OPTION U i i 1 N Hf c C VIEW C' 1 2" C&V. •N C Y• TC. MIN. YRACKEK= .060' e -o ee a TR. 2-1/2"a12 GL GAILY STEEL TRACK BRACKET. LOCK POSITION ® LINIW�RHalOILFg A4[aTaLRPIT6N]PIPaAVWeRKffkIOL. ANeMMACtALlAwDf6?KCNtcDaelnRASuPS 3sWO' (1) TRACH BRACKETS PER SIDE. SDE) POINT LOCKING LHR TOP BRACKET OxLE ND P ZONT& BIUAK MaA� c F TPACK U U-BARS IN A 2-G1-R4-1 OW HEADROOM DPTK)N PA DQYY SONE U-BARS ON ECTION, ETC) TWN BINS /4v5/6' SHEET METAL SC6EWS DOOR M XC 5 LOADS FOR THE 11. SPEEDS LASTED BELOW I LOGi10N df t ACCORDING TO THE FLORIDA BUILDING O .-�►- A OPTIONAL OUTSIDE KEYED LOCK POSITION CDpE ASCE] FOR THE FOLLOWING. O OPTKIN& VENTS CONDITIONS: 1) ENCLOSED ERALDIN0, 2) DOOR f/4"v3/4' SELF MARL ODOR WIDTH Ifi'-0' HAS .I. OF WIDTH IN BUMDING'see ZONE, TAPPING SCREWS, HIFRMFOATE HINGE J US FACTOR OF I C, 4 ANY ROOF SLOPE, 14�1�5 INSIDE E� AT)Dtl5 vim '6' T MND PEED MPH S 100 110 110 1 B 1 2 v3 NAG SCREWS ON 19 GDYTERS. 1 OD. MW. KPOSURE B T STOP NGULDINO BY DOOR MSTALLE0. (TO RNi) �-L FRONT fRAANE WITH U.V. WASNIER REOUFEO. LAG SCREWS MAY !>E CCK1N1EflSUNK MEAN ROOF HEIGHT 30' RI' IS' 30 CGTING ON OUTSIDE SURFACE (BUT NOT flE0U1flFA) TO PRWIDE A FLUSH MOUNTING �20 GA MIN. C&V. STEEL END STILE DOORS UP i0 V-Q" NIGH CONSIST OF ((4) SECTIONS (SHOWNjj. SURFACE. HORIZONTAL JAMBS 00 NOT TfANSFER LOAD. 2.8 YELLOW PINE JANE DOORS OVER 7 -0 HIGH CONSIST OF (5) SECTIONS (NOT SNWNTI). 20 CA G&V. STEEL INTER. STILE I�O n SSB CUSS OR DPMINA 10 BREW 2" THICK / 11 I/6' O OCAS NOR WINDOW LITE - 12 G. C&V, STEEL TNAGKs / 3 MOLDED INSIDE $ CTKIN 6-R BRACKETS FASTENED i0 W000 MM6J LITE MORETLDED INM /B.7/4' PAN HERO SCREW WITH ONE 5/te'vl-3/e' L1�D SCREW 23 GA MIN. STEEL (10 SCREWS PER UTE) 3 6 M. s1.EEVE ANCHORS ON 21 CENTERS (C-90 PER TRACK BRACKET. T/16" I.D. ROUND PUSNN SHIN COTED MTI+ G-so INN. BLncx) OR 24' CENTERS ((2.000 PSI MN. CONCR OR FASTENER (ONE PER ROILER) T6 CA. CALV. SiEEI. CENTERS G&ION C G, BAKED-ON PRUAER, 1/1.1' TAPCON SCREWS uN 17-i/2" CENTERS 2.000 F TO INRR. STILES W 4) AND ABIKED-ON POLYESTER SNRP UTGH ENGCES py MIN, CONCRETE). WASHERS 9iLLWEO WRH /t lv5 8 SNEEf METAL SC TOP COAT APPLIED TO 80TH ONTO VERTC& TMCK. SLEEVE ANCHORS. 1 0.0. MIN. MASHER REAUI0.ED 2" GLV, STEEL iRALTI FASTENED TO F4AsfYJ1E7r'`4r0 END S'nRLOES SMI WES{) SIDES OF STEEL SKIN. 12 G. QALY. STEEL TOP ONE SNAP LATCH ON MTM TAPCONS. AHCH 4ORS MAY %COUNTERSUNK 12 GA G&V. STEEL TRAGIC BRACKETS. I) s (4 vJ/4 SELF TAPPING SCREWS METAL EWS AND PER END HINGE. ROLLER BRACKET, EACH EMH SIDE OF DOOR. (BUT NOT REGUM G) TO PROVIDE A FLUSH TRACH ATTACHED TO EACH BRACKET / / 4 SHFAET BRACKET ATTACHED W/(4) INTER. STKE MOUNTNG SURFACE. HORIZONTAL ,AMB5 DO NOT WITH ONE 1/4'-5/6" Z%LT # NUT C /IfvS/e" SHEET METAL TRANSFER LOM. DR TWO f//• OM. RNET'.. SHIP LAP JOINTS. SCREWS. OUTSIDE KEYED 2" OA. SHORT STEM, 10. BAIL STEEL ROLLER. END MARK YJEP.0 '414 P.E. Et6) SME � FLORIDA PIE /18195 1{ GA GALV. STEEL / STILE INTER. PREPARATION IX uu95 BY OTHERS. cFfTON C-C NORTH CAROLINA P.E. /23632 ENDO HINGE. EACH STILE FASTENED TO ENO INSIDE HANDLE siKEs w/(4) Alas/e' f) �t �3/4RE1 \� ENGABARGESS IN -DESIGN LOADS: +24.0 PSF & 7.0 P PS 3' TALL u-BM .a H ay -K DVTron TRACK offy rN1E cesK:N DF TINE SLwPor+nnc sTRucruRAL ELEMENrS TEST LOADS: +36.0 PSF k -37.0 PSF 3. GA (•U- STEEL TAPPING SCREWS. �E EACH SIDE SIiALL BE THE RESPWSIBIIfIY OF THE PROFESSKINAL OF 2mow YERD STRENGTH: SO NSI OF DOOR. RECORD FOR THE BUILDING OR 501UCTURE A110 W ACCORDANCE • WITTt CURRENT BUILDING CODES i0R THE LDMS LISTED ON a�G� A � w1 Lo�aoci). xDe pgRT NO.: - A 1 I 3 3' TALL v 20 CA C&V. S EEL U-BARS STILE LOCK ENSUIE GAGES TH5 DRAMNG. IN A 2-i-2-1 FATTERNNfI.E. Two U-BAgs INTO vERncx nonce: uOI•As SLoLAd Atn•rWM. IDEAL 85 DUKE BLVD. LOAD RATING ON BOTTOM SECTION. 0 E` U-BAC ON NEM INTOTRACK,V ONE RCInF NEYFn InCx Cmfdantial/Nepriiary IMernwlbn ON OH 45040 W4 I q T secnoN ETC.. EACM U-BVH ATTACHED ACK ON DICK BAR jQGl9BD . c oPAr eUEONo Puoucrs cO. TOLERANCES o• St3) 770-4800 wrrH 1 /4'v3 4• SELF rAPPWe SCREWS EACH SIDE h Canblmd IwMn ana m% TILS .0 t.03 OYes 90a WBBBIR' PER S L' LOCATION. OF DOOR. I�eh W d....d, a=Plmt-e, e. .wXabN.«aW.ibw.d ,00 t.OtS DESCRIPTION: MODEL 6R5T W4 I6-0 x 8-0: 24/-24.5 DESIGN LOAD BUD, EDIT MAwI iV canwM. FPtlun In Io196FDUD, N.anau.• PINY mwt b .000 t.005 DRAWN EM 8MM DATE: 4/18/OD SCALE: NTS DWG. SECTION A-A (SIDE Y1EWi_ a.M6h rw a.Irov Ina .0000 *.001 SIZE iJ cuv. s1EEL BoTtoM,BRACKET. -... �w1iGw m.rwram. Degree. t1/7 CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 ATT& WRH (2) li4v5/e SHEET MET& SCREWS. Third Angle + - Unhu Stator Oth•rWb. REV. N0. 3 ALUMINUM EKTRuSION Projection DIMENSIONS ARE 1N INCHES. DWG. NO•: 102138 • vMIN WEATHERSTR P. 2 i+