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Home My WebLink About104 Grove Hollow Ct (2)CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit #: Job Address• l G/lOL1 t Date l /z 3`e)-6 ., 3 2006 Description of Work: IST- `F r*« C D4RoC Historic District: Zoning: Value of Work: Permit Type: Building )L 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) Parcel #. Z 0 ~ 30 S ©y0 O03 Zo (Attach Proof of own/rsbip & Legal Description) Owners Na%e &1Addresss: elbn;7" J / L Oe 17 J O q 6royt bcy Gf Phone: qv 7 - 3 Zy 1 q Contractor Name & Address: b L -s ~ V n-t- e C yc v e ., F L 3 3 g y State License Number: Q C 06 03 Phone & Fa:: 74- 673 0"7-U Contact Person: 14- A G Phone: Boadiog Company: Address: Mortgage Leader: Address: Architect/Eogineer: Address: Phone: Fa:: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of apennitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must besecuredforELECTRICALWORK, 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 IMPROVEMENTSTOYOURPROPERTY. 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 requirem nts of orid iF //2 149 Signature of Owner/Agent Date Signature f Cont tor/ gent Date L 7 _. Print Owner/ Agent's Name Print Contractor/Agent's Name o/ Signature of Notary - State of Florida Date kure of otar - Uffeoo Ion da Date MY COMMISSION # DD 2W2 EXPIRES: March 23, 2DD8 Owner/ Agent is _ Personally Known to Me or rF gpt?ectoMYYt+$dNp Nd feAaondly Known to Me or _ Produced ID Produced ID 5 • 5 5 (v • p '(C, O APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: PARCEL DE"I. DAviD JOHNSON. CFA, ABA PROPERTY64 APPRAISER ri ti. Zm 37 fSEMINOLECOUNTYFL38 1 1 101 E. FIRST ST' i' SANFORD• FL3277t-1468 47407-665-7506 P1 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-506-0000-0320 Number of Buildings: 1 Owner: YOWELL JONATHAN & NADINE A Depreciated Bldg Value: $87,337 Mailing Address: 104 GROVE HOLLOW CT Depreciated EXFT Value: $3,367 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $21,000 Property Address: 104 GROVE HOLLOW CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: GROVEVIEW VILLAGE 2ND ADD REPLAT Just/Market Value: $111,704 Tax District: S1-SANFORD Assessed Value (SOH): $76,457 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $51,457 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,741 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $982 WARRANTY DEED 05/1996 03072 1547 $70,600 Improved Yes Save Our Homes (SOH) Savings: $759 WARRANTY DEED 05/1986 01737 1916 $69,700 Improved Yes 2005 Taxable Value: $49,230 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage DLand Unit Land Depth PLATS: Pick.-. Method Units Price Value LEG LOT 32 GROVEVIEW VILLAGE 2ND LOT 0 0 1.000 21,000.00 $21,000 ADD REPLAT PB 26 PGS 7 & 8 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num1 SINGLE $ 87, 337 $94,418 198661,282 1,779 1,282 FAMILY BLOCKCONC Appendage / Sgft OPEN PORCH FINISHED / 35 Appendage / Sgft GARAGE FINISHED / 462 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1986 1 $750 $1,500 WOOD GLASS PORCH 1988 300 $1,800 $4,500 ALUM SCREEN PORCH W/GONG FL 1994 160 $817 $1,360 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. w v= EVALUATION ENTITY Gary pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Report for Florida DCA Evaluation 4300W4-16 MANUFACTURER Clopay Building Products company 8585 Duke Blvd. Mason, OH 45040 513.770.4800 Statement of Comuliance: The Clopay Building Products Company sectional doors as described on the drawings listed below meet the designandtestpressuresshown. Basal 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 HVHZ: 1606.1 Wind Loads (tested in compliance with FBC 1707A3.1, ref. ANSIMASMA 108 or TAS 202) O Inside the HVHZ: 1619 Wind Loads for HVHZ (tested in compliance with FBC 1707A.3.1, ter: TAS 202), 1625 Cyclic Tests for HVHZ (ref TAS 2031,1626 Impact Tests for HVHZ (ref TAS 201) Description of •Prodott: Double -skin Insulated (exterior slap 27 ga. min., interior skin 27 ga. min.) rouble Car (9..7' to 16'0" wide) WiNDCODe W4 Garage Door Desigi Pressures: +25.5/-25.5 Test Pressures: +38/--38 Specific Models and Teebnical pocumentation: 1 nAP-1 Test Report Drawing No. Comments 4400W4, 4401 W4, Glazing approved per HCN-SA, HCN-5. Low head room track approvedHDGW4, HDGLW4, 4300W4, 4310W4, HCN 29 101481-Rev06 per HCN-126. 4301 W4 SP20W4, SE20W4, Glazing approved per HCN-5A, HCN-5. Low headroom track approved SF20W4 HCN 29 101481-Rev06 perHCN-126. Glazing approved per HCN-5A, HCN-5. Low head room:track approved 66W4, 67W4, 68W4 HCN-29 10205U-Rev02 per HCN-126. H400W4, H401W4, Model uses horizontal reinforcement; door, height does.noreffect H310W4, H300W4, ... HCN-29 102489-itev00 ponce H30I W4 . Installation requirements: Installation must be in accordance with manufacturer's installation instructions. jUmitations and conditions of use: Jambs, lin6els, 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 drawings) referenced_ above: Certification of Independence otEvaluatlon Entity hereby certify that (I.) l:have no' financial interest in Clgpay Building Products Company, (2)•1 am an independent licensed Professional Engineer in the State of Florida;, and (3,I cotaply yYith the criteria of independence as stated in 9B-72.110 F.A.C. Gary Mahler, P. E. Florida P. E. No. 49850 Date: Fn.e_ 4300w4-164t e"] ALv 4 5 SIB CENTERS (C-90 CONCREN OR ENTERS (2,0W .. WITHREQUIRED DiSIRLK 91 DO NOT SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. Low N NOTE 1, ( INSIDE Ft . DOORS OVER 7DOORSUPTO 0 HIGHHCONSIST OFCONSIST OF (5)4) SECTK)NSSECTIONS(5}IOWNCIT I SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ' 1 2 x3 LAC ON 1 .5 CENTERS. 1 0.0. EACH SIO E OF DOOR MIN. WASHER REQUIRED, LAC SCREWS MAY BE OOLWTERSUNK BUT NOT REDUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORRONTAL JAMBS 00 NOT TRANSFER LOAD. TIME oP11o1NAl IX.6Wo AIOIN UW THR DRAW YEEIS INC woLowRFLMmomofTIE :LOIMIA WLON9 C09E I . ORIKTewo/ML BIWM oom NUT om w Mm M OUTSIOE KEYED END ' IIVALT otsaw REQUADVIT MR wesoo NE olam HANDLE STILE . MONS ( MC SECT. 1/0LIA. IBC SM. 11011.1.4 4 144/8 SHEET METAL SCREWS INSIDE HANDLE OUTSIDF KEYED IWK , SNAP LATCH LOCK DPTKXN . STILE O, 4) 1/4-4/4' SELF TAPPING SCREWS OUTSIDE _ ' - M V 14 fA END HINGE ATE HINGE HANDS NOTE: 14 GA. INTERMEDIATE LOGIC BAR HINGESON24GA. EXTERIOR X. SKIN DOOR MODELS.) -,:ENGAGES IN STOP MOULDING BY DOOR 905113L-TRACK ON INSTALLER ( TO SUN) .. : FJ CH SIDE • 18 CA. G4W..STEEL END STILE OF DOOR. END STILES HELD BY HINGE STREWS) 2x0 YELLOW P IL 12 C.A. DALY. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5f18'xt-5/8' WOOD LAC SCREW PER BRACKET. 2' GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKETNE 11/ oXATTACHED WITH O /a BOLT * NUTDB TWO 1/ 4' RIVETS. JAMB CONFIGURATION PREPARATION Of JAMEIS RY OTHERS. 18 CA. MIN. GALV. STEEL CENTER HINGE FASTENED TO INSIDE SKIN W/(4) EACH I14x5/ 8' SHEET METAL'SCREWS, 14 CA GALV. STEEL ROLLER HINGE FASTENED TO`.' END STILES W/((4) EACH 14x5/8' SHEET METAL ' SCREWS AND ( 4) 1/4'xJ 4' SELF TAPPING SCREWS. 2' STEEL ROLLER. • ' ,,..,.,., ,e.,.,,,,...,< <„y,..,.., d:.h. STEEL EXT. KIN WITH . A MER AND A ER PAINTED TOP COAT. 2f NICK SILICONE FILLED CHANNEL SEPARATES FROM AND BACK SKIN OF DOOR 1.95' THICK, 1/ DENSITY EXPANDED POLYSTYRENE j TOM INSULATION LAMINATED 1 TO BOTH EXTERIOR AND INTERIOR SKINS. 12 GA OALV. STEEL TOP ROLLER BRACKET. EACH BRACKETi 114 5/8'ASHEET METAAL(3) TONGUE AND GROOVE JOINTS. 14 GA. DALY. 51EEL ROLLER ENO) HINGE. EACH [FASTENED TO ENO 14) t' SHEET METAL SCREWS 1/4Xx1/4' SELF TAPPING SCREWS. lSECTION A - A iICN REOU69ES TWO U-BARS. U-BARS P4 SELF P NG W210ERHNGELOCATION. 27 G4 STEEL INTERIOR GALV. SKIN WITH A OWED -ON PRIMER AND A BALED - ON POLYESTER PAINTED TOP COAT. 13 GA WLV. STEEL FUG BRACKET. EACH FASTENED TO WOOD JAMB .WITH 3) 5/10- x1-5/8' LAG SCREW..'. LHR TOP BRACKET IBDCK LmNf1GYB Qd13CADAILY. IT STEEL BOTTOM BRACKET. DOUBLE HORIZONTAL ATTACHED wID1 (+) /14x5/8' SHEET METAL SCREWS. TRACK ALUMINUM EXTRUSION h VIWL WEAINERSTRIP. DOUBLE TRACK r 2' GALV. STEEL TRACK, IOW NFADROOM OPTION FROM FRAME WITH U.v, TRACK THICKNESS: -.060'- COATING ON OUTSIDE SURFACE. TYP. 2-1) 2'x12 CA. GALV.'STEEL TRACK BRACKET. 4} TRACKKy BKRACKET PER SIDE. DISTANCE BETWEEN. F Ofi' ATFNEDJQTEXCEED30. O.C. DDDR ' yQg DOUBLE TRACK H HT ;LOW HEADROOM IS SS8 CLASS AVAILABLE AS AN OPTION OR LEADED - MOLDED INSIDE LOOK UTES I8x3/4' PAN HEAD SCREW LITE RETAINER. AVAILABLE Lim! Alm SECTION B-R NOTE-2, THE DESIGN OF THE SUPPORT64C STRUCTURAL'ELEMENTS DESIGN ENGINEER: MARK WESTERFIELD, P.E. SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF FLORIDA P.E._J48495. NC P.E. I23832. TEXAS P.E. /9150 RECORD FOR THE BUILDINO OR STRUCTURE AND IN ACCORDANCE DESIGN LOADS: +25.5 PSF & -25.5 PSI WITH CURRENT BUILDING CODES FOR THE. LOADS LISTED ON THIS DRAWING. TEST LOADS: +38,0 PSF & -38.0 PSF HORIZONTAL TRACK •SI DOOR INSTALLER