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HomeMy WebLinkAbout311 Live Oak Blvd (2)CITY OF SANFORD PERMIT APPLICATION Permit # : 0(0— Ot 17-0 Date: 7-//—(-)6 Job Address: .311 L i ..rc— © c�K -9 1 y I Sc,nQQ,- 'i-- l 1a 77 73 Description of Work: (2c—r-ici Historic District: Zoning: Value of Work: $ OCG c O 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 T — 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 #: // —26 — S G—sr7� i i— G O OG —a 9 5() (Attach Proof of Ownership & Legal Description) Owners Name & Address: -De t1 i a n 3�14,-,11! fR 7 7-3 Phone: L/G Z 2 Contractor Name & Address: Phone & Fax:;nG Bonding Company: Address: Mortgage Lender: Address: —r'177� ArchiteeVEngineer: 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 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 ien , FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Narn ANN M. JOHN$nN YC Signature of Notary -State of Florida Date Signature of No of F ES: March 23, 2(Mgte U ��4rFOF F� ); Bonded Thru Budget Notary Services Owner/Agent is _ Personally Known to Me or Contractor/Agent is Pers ally Known to Me or _ Produced ID ,produced ID ✓(—� L— �� 3 S --s S �O 1• c�c7 S APPLICATION APPROVED BY: Bldg: r Zoning: Utilities: tial & ] ate) (Initial & Date) Special Conditions: 43IN 14 01 +P 1—t S S k'kT/ State License Number: LIS (.: (S G, (.Y :S `/ 21— Contact lContact Person: .All- hc.p Phone: 3-a9-9 FD: (Initial &Date) (Initial &Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 P . 1 E) � iDAVIa .loEn°soH; CFA. ASA Pnb EI- PKAISER SEA9INQLE �&INTY,A- 1'Fl�ST Sr 1't0E 9AKFURD..FL 32771-1488 am7508 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 11-20-30-505-0000-0950 Number of Buildings: 1 Owner: DENION CHRISTOPHER B Depreciated Bldg Value: $101,106 Mailing Address: 311 LIVE OAK BLVD Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $26,600 Property Address: 311 LIVE OAK BLVD SANFORD 32771 Land Value Ag: $0 Subdivision Name: HIDDEN LAKE PH 3 UNIT 1 Just/Market Value: $127,706 Tax District: S1-SANFORD Assessed Value (SOH): $101,792 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $76,792 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value t SOH): $1,473 WARRANTY DEED 02/2004 05218 1357 $100,000 Improved Yes 2005 Taxx Bill Amount: $1,473 Bi CORRECTIVE 03/2004 05218 1355 $100 Improved No DEED Save Our Homes (SOH) Savings: $0 WARRANTY DEED 11/1997 03328 1705 $67,500 Improved Yes 2005 Taxable Value: $73,827 WARRANTY DEED 11/1984 01596 0237 $59,700 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Land Frontage Depth PLATS: Pick. Method Units Price Value LEG LOT 95 HIDDEN LAKE PH 3 UNIT 1 PB LOT 0 0 1.000 26,600.00 $26,600 27 PGS 44 TO 47 BUILDING INFORMATION Bid Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Num 1 SINGLE 1983 6 1,154 1,478 1,154 CONC $101,106 $111,106 FAMILY BLOCK Appendage / Sgft GARAGE FINISHED / 324 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. http ://www. scpafl. org/pls/web/re_web. seminole_county_title?parcel=11203 0505 0000095 0... 7/10/2006 0 Denion, Chris 264/64451516 311 Live Oak Blvd SANFORD FL 32773 407-322-8747 25659 ABOVE THE REST DOORS 2684 REAGAN LANE KISSIMMEE FL 34744-1882 HOME DEPOT INC 2455 PACES FERRY ROAD ATLANTA, GA 30339 United States Attn: C1 UPW Order Number 153000091 Order Date 21 -JUN -06 Date of Sale 21 -JUN -06 Scheduled To 30 -JUN -06 Install 0 0 Clopay Building Products dsclaims all liability for any installation which G is not in compliance with applicable state or county building codes. CU WILDING PRODUCTS Page: 1 Of 2 Orlando DC. 10789 Satellite Blvd. Orlando,FL 32837 YY JUL 0 INSTALLER PURCHASE ORDER TOTAL_ 0.00 147.00 0.00 25.00 30.00 i.2 1 DCCR-D DCCR Clopay Residential Models 8' X 7' MODEL: HDGLW4 ASSEMBLY: COMPLETE DOOR INSULATION: EPS GLAZING: SSB - 4TH SECTION FRAMING: 2 LITES (40 1/2 X 12) COLOR: SANDTONE LOCK: 2 INSIDE SLIDE LOCKS SPRING TYPE: GALV TORSION TRACK SIZE: 21- "TRACK TRACKMOUNT: BRACKET TRACK LIFT: STD TRACK RADIUS- 12" RADIUS } PACKAGING: DIST, 1 PKG, STRUT -TK -SP -LB LOOSE 2.1 1 FIR010 INSTALL OF DOOR UP TO 10 FT 3.1 1 FIR850 PERMIT FEE U 4.1 1 FIR990 MISCELLANEOUS: 0 5.1 1 FIR110 DROP HEADER / SINGLE L� 1-4IT 0 0 Clopay Building Products dsclaims all liability for any installation which G is not in compliance with applicable state or county building codes. CU WILDING PRODUCTS Page: 1 Of 2 Orlando DC. 10789 Satellite Blvd. Orlando,FL 32837 YY JUL 0 INSTALLER PURCHASE ORDER TOTAL_ 0.00 147.00 0.00 25.00 30.00 Cr IL 0 J U E 0 i ALL a--1 iD Lo m ClJ m J F-) ;. SHIP 10 Denion, Chris INSJALL 125659 Amin BUILDING PRODUCTS 264/64451516 ABOVE THE REST DOORS A,... 311 Live Oak Blvd 2684 REAGAN LANE Order Number 153000091 SANFORD FL 32773 KISSIMMEE FL 34744-1882 Order Date 21 -JUN -06 Page: 2 Of 2 407-322-8747 Date Of Sale 21 -JUN -06 Scheduled To 30 -JUN -06 Install Orlando DC 10789 Satellite Blvd. Orlando,FL 32837 6.1 HOME DEPOT INC 2455 PACES FERRY ROAD ATLANTA, GA 30339 United States Attn: 1 I FIR990 Cbpay Building Products disclaims an liability for any installation which is not in compliance with applicable state or county budding codes. INSTALLER PURCHASE ORDER TOTAL: 15-00 217.00 r, r EVALUATION ENTITY Gary Pfuehler, P. E. 5665 Green Oak Court Fairfield, OH 45014 Product Evaluation Deport for Florida DCA Evaluation Report # 4300W4-09 MANUFACTURER Clopay Building Products company 8585 Duke Blvd. Mason, OH 45040 513.770.4800 Statement of Compliance: The Clopay Building Products Company sectional doors as descnbed 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: IN Outside the HVHZ: Wind Loads (tested in compliance with FBC 1714.5.3.1, ref. ANSUDASMA 108 or TAS 202) 0 Inside the HVHZ: Wind Loads for HVHZ (tested in compliance with FBC 1714.5.3.1, ref. TAS 202), 1625 clic Tests for HVHZ ref. TAS 203 1626 Tests for HVHZ ref. TAS 201 Description of Product Double-skm Insulated (exterior skin 27 ga. min.; interior skin 27 ga min.} Single. Car' (up to 9'0" wide) WINDCof)e W4 Garage Door Design Pressures: +28/-29 Test Pressures: Specific Models and Technical Documentation: TpetRpnnrt Drawine No. Comments Installation requirements: Installation must be in accordance with manufacturers installation ipons-repare are not covered. Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to 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. Certification of Independence of Evaluation Entity: I hereby certify that (1)1 have no financial interest in Clopay Building products Company; (2)1 am an independent licensed Professional Engineer in the State of Florida; and (3)1 comply with the criteria of independence as stated in 98-72.110 F.A.C. Signature: IM Gary Pfueffer, P. E. Florida P. E. No. 49850 z"1 �f-v®j FLORODD Q PRODUCT T APPROo VAL 302SH1 o3 FILE: 430ow4409-REv82 440OW4, 4401 W4, Glazing approved per HCN-5A, HCN-5. Low head room track approved HDGW4, HDGLW4, HCN-21 101652-Rev05 per HCN_126. 4300W4, 4310W4, 4301 W4 Glazingapproved per HCN-5A, HCN-5. Low headroom track approved SP20W4, SE20W4, HCN-21 101652-Rev05 per IiCN_126. SF20W4 Glazing approved Per HCN-5A, HCN-5. Low head room track approved 66W4, 67W4, 68W4 HCN-21 102049-Rev03 ver HCN-126. Model uses horizontal reinforcement; door height does not effect H400W4,H401 W4, H310W4, H300W4, HCN-21 102488-Rev02 performance. H301 W4 Installation requirements: Installation must be in accordance with manufacturers installation ipons-repare are not covered. Limitations and conditions of use: Jambs, lintels, sills or other structural elements required to 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. Certification of Independence of Evaluation Entity: I hereby certify that (1)1 have no financial interest in Clopay Building products Company; (2)1 am an independent licensed Professional Engineer in the State of Florida; and (3)1 comply with the criteria of independence as stated in 98-72.110 F.A.C. Signature: IM Gary Pfueffer, P. E. Florida P. E. No. 49850 z"1 �f-v®j FLORODD Q PRODUCT T APPROo VAL 302SH1 o3 FILE: 430ow4409-REv82 (4) /14x5/8' SHEET METAL SCREWS O (4) 1/4'x3/4' SELF TAPPING SCREWS 14 TSA ENO NWDE 1S GA. POERYEOLATE NIKE (NOTE: 14 Gil INTERMEDIATE KINOES ON 24 GA SON DOOR YODl79. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUM' SNAP LATCH ENGAGES ONO VERTICAL TRACY- OUTSIDEOUTSIDE KEYEDHANDLE mjmnrKE1 n INK SNAP LATCH ypRe fl RT ^IMENT TC -PO MK QB. �O P61 Ylit C.OIIICRETE COLYNI• 3/b'XC SLEEVE MOM ON 24' CDMRS (90TH C-90 BLOCK OR 2000 PSI MN. CONCRETE) OR 1/4'0' TAPCON SCREWS ON 24' CENTERS (2000 PSI MIN CONCH. W4lSHLR$ INCLUDED WITH SLEEK ANCNOR6 1' O.D. WASHERS TWO RYAUARED SETH TAPCONS. ANCHORS MAY INTO 7w1CiTG BE COUNTERSUNK (Bert AwT REOUEtED) TO PROVIDE A FLUSH MIOUHBNO SUA6ACE HORIZONTALJAMSS DO NOT TRANSFER LOAD. �y�KtpERAut� yFRSMu JAMS ATTACH" 919M4 almum 1e 1/YxY LAG SCREWS ON 24 CENTERS. 1; O.D. WASHER EARED, LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS W NOT TRANSFER LOAD. 27 GA MIN. STEEL EXTERIOR SKIN WITH G-40 OALWOIWNG. SAM -ON PRIMER pp�y,�E y AND A BAKED -ON POLTEti9ER PAINTED TOP COAT.O-SO t- 27 Drl STE6 MTERIOR SKIN WRH ON W7I9DE�SURFACE I AND A RAKED -ON POIYESTER PNNTEO TOP COAT. R�_i 3 A TTACHED WRH (4) 14xS/8' SIHEET METAL SOROM AILM.M ExrausaN I I ISWE BOLT $(xlt �• . t' ! VINYL WEATHERSYMP. END LOCK DIGMES STU INTO VERTICAL TRWXEND LOCKONS STILE EACH SNE SECTION 9-R Maxi -1/4 PAN OF DOOR. " OPTIONAL 10 SCREW WINDOW UTE (1 SCREWS PER LttC) LOCK �rTHIS DOOR MEETS OR EXCEMSTHE DESIGN OUTSIDE LOADS FOR THE WIND SPEEDS LISTED BELOW HANDLE ACCORDING TO THE FLORIDA BLDG. CODE OR IBC (ASCE7) FOR THE FOLLOWINGLOCK BAR CONDRI S: 1) ENCLOSED BUILDING. 2) DOOR IN STOP MOAADING Of S SUIT)�R MPORTANCETf INTOR HOOF 1,0G'S 4) NE, TRACK ON OURIDE KEYED IDL9T EACH SNE 1 ncK SAFE tnrnun OF DOOR 18 OA DALY. STEEL END SIRE (END STILES MELD 8Y HINGE SCREWS) WIND SPEED MPH S 100 110110 120 2x5 YELLOW PINE JAMB I EXPOSURE L 1 8 or C 12 GA. GALv STEEL TRACK MEAN ROOF HEIGHT 30' 30 24' 30' Bpcw JAMB WON ONE 18'x1-5 R' MOO SCREW BRACKET iB CA MIN. OALV. STEEL 7, HINGE 2' QALV STEEL W-IN91DE SKIN W 4 FASTENED 10 TRAGI BRACKETS. Ei4Gi 14x6/S' SHEET MET REWS. EACH BRACI)ET ATTACHED WITH ONE 14 GAL GAS. BREL ROLLER HINGE 1/4 x5/B/4,N{R FASTENED TO END S7XE3 W 4 EACH RIVET& %14x3/8' SHEET MNL ,EYES CONFIDURATION 2' STEEL ROLLER. SECTION C -C PREPAP43M OF JAMAS BY OTHERS. 2' THU —SLICONE � RACK SEL SEPARATES \-1OF ODOR .93' TNK:K. i/ DEN_SR1' EXPANDED POL FOAM INSULATION LAMMIAIEO 70 BOTH VMRIOR I INTERIOR SS. AND KIN 12 GA DALY. STEEL TOP ROLLER �T EACH A ED .W tpx5/b' SHEET ME EE*YY1199A D GROOVE 40NM 2-1/4' TALL x 20 C.A. GN.V. STEEL yU--BAR. THREE PER DSELF TAPP= OOR. ATTACHEDS "2)AT/F4ACN HINGES LOCATION. DESNN ENGINEER: MARK WETITCRFIELD. P.E FLORIDA P.E /48498. NC P.E /23832. TEXAS P.G /91513 DESIGN LOADS: +260 P.6F. ! -29.0 P.S.F. W TEST LOS: +42.0 P.S.F. A -43.3 P.SF. 13 OA GALV. STEEL FLAG BRACKET. EACH FASTDIED TO WOOD JAMB WITH (3) 6/16h1-b/B' WOOD LAO SCREW.. TRAGI CON LHR TOP BRACKET DOUBLE HORRONTAL yp�, DOUBLE TRACK TRACK HSN ON IS AVAILABLE AS AN OPTION ABLE A 2' GALV. STEEL TRACK. TXILBLE TRACK TRACK 7MICKNESSI .080' I p� HEADROOM OPTION t' 7YP. 2-1 x12 GA. O1LV. STEEL TRACK BRACKET. (4) 7RACk 9RALRTR PER Bim. DIbTAI�CE BETWEEN TRACK BRAMORW NOT TO EXCEED 30 O.C. (FACTORY ATTACHED) SNAP LATCH ENGAGES ONO VERTICAL TRACY- OUTSIDEOUTSIDE KEYEDHANDLE mjmnrKE1 n INK SNAP LATCH ypRe fl RT ^IMENT TC -PO MK QB. �O P61 Ylit C.OIIICRETE COLYNI• 3/b'XC SLEEVE MOM ON 24' CDMRS (90TH C-90 BLOCK OR 2000 PSI MN. CONCRETE) OR 1/4'0' TAPCON SCREWS ON 24' CENTERS (2000 PSI MIN CONCH. W4lSHLR$ INCLUDED WITH SLEEK ANCNOR6 1' O.D. WASHERS TWO RYAUARED SETH TAPCONS. ANCHORS MAY INTO 7w1CiTG BE COUNTERSUNK (Bert AwT REOUEtED) TO PROVIDE A FLUSH MIOUHBNO SUA6ACE HORIZONTALJAMSS DO NOT TRANSFER LOAD. �y�KtpERAut� yFRSMu JAMS ATTACH" 919M4 almum 1e 1/YxY LAG SCREWS ON 24 CENTERS. 1; O.D. WASHER EARED, LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JAMBS W NOT TRANSFER LOAD. 27 GA MIN. STEEL EXTERIOR SKIN WITH G-40 OALWOIWNG. SAM -ON PRIMER pp�y,�E y AND A BAKED -ON POLTEti9ER PAINTED TOP COAT.O-SO t- 27 Drl STE6 MTERIOR SKIN WRH ON W7I9DE�SURFACE I AND A RAKED -ON POIYESTER PNNTEO TOP COAT. R�_i 3 A TTACHED WRH (4) 14xS/8' SIHEET METAL SOROM AILM.M ExrausaN I I ISWE BOLT $(xlt �• . t' ! VINYL WEATHERSYMP. END LOCK DIGMES STU INTO VERTICAL TRWXEND LOCKONS STILE EACH SNE SECTION 9-R Maxi -1/4 PAN OF DOOR. " OPTIONAL 10 SCREW WINDOW UTE (1 SCREWS PER LttC) LOCK �rTHIS DOOR MEETS OR EXCEMSTHE DESIGN OUTSIDE LOADS FOR THE WIND SPEEDS LISTED BELOW HANDLE ACCORDING TO THE FLORIDA BLDG. CODE OR IBC (ASCE7) FOR THE FOLLOWINGLOCK BAR CONDRI S: 1) ENCLOSED BUILDING. 2) DOOR IN STOP MOAADING Of S SUIT)�R MPORTANCETf INTOR HOOF 1,0G'S 4) NE, TRACK ON OURIDE KEYED IDL9T EACH SNE 1 ncK SAFE tnrnun OF DOOR 18 OA DALY. STEEL END SIRE (END STILES MELD 8Y HINGE SCREWS) WIND SPEED MPH S 100 110110 120 2x5 YELLOW PINE JAMB I EXPOSURE L 1 8 or C 12 GA. GALv STEEL TRACK MEAN ROOF HEIGHT 30' 30 24' 30' Bpcw JAMB WON ONE 18'x1-5 R' MOO SCREW BRACKET iB CA MIN. OALV. STEEL 7, HINGE 2' QALV STEEL W-IN91DE SKIN W 4 FASTENED 10 TRAGI BRACKETS. Ei4Gi 14x6/S' SHEET MET REWS. EACH BRACI)ET ATTACHED WITH ONE 14 GAL GAS. BREL ROLLER HINGE 1/4 x5/B/4,N{R FASTENED TO END S7XE3 W 4 EACH RIVET& %14x3/8' SHEET MNL ,EYES CONFIDURATION 2' STEEL ROLLER. SECTION C -C PREPAP43M OF JAMAS BY OTHERS. 2' THU —SLICONE � RACK SEL SEPARATES \-1OF ODOR .93' TNK:K. i/ DEN_SR1' EXPANDED POL FOAM INSULATION LAMMIAIEO 70 BOTH VMRIOR I INTERIOR SS. AND KIN 12 GA DALY. STEEL TOP ROLLER �T EACH A ED .W tpx5/b' SHEET ME EE*YY1199A D GROOVE 40NM 2-1/4' TALL x 20 C.A. GN.V. STEEL yU--BAR. THREE PER DSELF TAPP= OOR. ATTACHEDS "2)AT/F4ACN HINGES LOCATION. DESNN ENGINEER: MARK WETITCRFIELD. P.E FLORIDA P.E /48498. NC P.E /23832. TEXAS P.G /91513 DESIGN LOADS: +260 P.6F. ! -29.0 P.S.F. W TEST LOS: +42.0 P.S.F. A -43.3 P.SF.