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Home My WebLink About105 Yorktown Pl - BR18-002632 - GARAGE DOORJUN 1 1 1018 , CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 g" 9 CO3dC Documented Construction Value: $ 1615.95 Job Address: 105 YORKTOWN PLACE Historic District: Yes No X Parcel ID: 33-19-30-508-0000-0120 Residential Q Commercial Type of Work: New Addition Alteration Repair X Demo Change of Use Move Description of Work: REPLACE EXISTING GARAGE DOOR SIZE FOR SIZE Plan Review Contact Person. CHARLES MERINO Title: INSTALL MANAGER Phone: 321-284-8290 Fax: 877-225-0658 Email: CMERINO@PRECISIONDOOR.NET Property Owner Information Name MORALES, JUAN Phone: 407-773-0706 Street: 105 YORKTOWN PLACE Resident of property? : YES City, State Zip: SANFORD, FL 32771 Contractor Information Name WILLIAM WALDEN (fPC st O rr 'c Phone: 321-284-8290 Street: 244 OBRIEN RD Fax: 877-225-0658 City, State Zip: FERN PARK FL 32730 Name: Street: City, St, Zip: Bonding Company: Address: State License No.: CRC1330671 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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. FBC 105.3 Spall be inscribed with the date of application and the code in effect as or that date: 51" Edition (2014) Florida Building Code Revised. June 30, 2015 ?ermu Application 00 J. n r 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 Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. 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. Signa fO er/Agent Date 1U0(VA VIWc A(&J Print Owner/Agent's Name Signature of Notary -State oVIorida Date THOMAS G BEESING P• "•gib= MY COMMISSION # FF993854 114 ;, EXPIRES May 18. 2020 Ow 163 a or Produced -ID Type of ID Signature of Contractor/Agent Date WILLIAM Print Contras MY COMMISSION # FF940114 EXPIRES December 01.2019 Contractor/Agent is X Personally Known to Me or Produced I D Type of I D BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction :Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING:G-9-tg COMMENTS: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE R;w ISM.2L'.32 min Max Ims ection IIDescri tkn Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Pre our Lintel / Tie Beam / FilI / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window - Final Screen Room Final. Pool Screen Enclosure Mobile Home Buildng Final Pre -Demo Final Demo Filial Single Farnify Residence Final Building Other Address: ELEcriuc iL IP'E mT din max Inspection Description Electric. Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final I 9Iin Mai' Ilns ecdon IIDescri don Mechanical Rough Mechanical Final UM WT 109[in Mai rnn ectionn Descri tionn Gas Underground Gas Rough Gas Final REVISED: June 2014 6/4/2018 fON, rfi* I M" 16 CrA aer.anoouwrY nowwx Parcel Information SCPA Parcel View: 33-19-30-508-0000-0120 FmperlY Record Card Parcel: 33-19-30-508-0000-0120 Property Address: 105 YORKTOWN PL SANFORD. FL 32771-3682 Parcel 33-19-30-508-0000-0120 Owner(s) MORALES, JUAN Property Address 105 YORKTOWN PL SANFORD, FL 32771-3682 Mailing 105 YORKTOWN PL SANFORD, FL 32771 Subdivision Name MAYFAIR MEADOWS Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 49 09 Legal Description LOT 12 MAYFAIR MEADOWS PB 29 PGS 31 TO 33 Taxes 0 L 107. O 2N CTr CD 112 Co C) Seminole County GIS Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 99,058 93,513 Depreciated EXFT Value 600 600 Land Value (Market) 28,000 25,000 Land Value Ag Just/Market Value " 127.658 119,113 Portability Adj Save Our Homes Adj 0 0 Amendment 1 Adj 15,039 1$16,732 P&G Adj 0 Iso Assessed Value 1 $112,619 1 $102,381 Tax Amount without SOH: $2,059.00 2017 Tax Bill Amount $2,059.00 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 112,619 0 112,619 Schools -• Y_---_'----~— - -- 127,658 0 127,658 City Sanford 112,619 0 112,619 SJWM(Saint Johns Water Management) — 112,619 0 112,619 County Bonds 112,619 0 112,619 Sales Description Date Book Page Amount Qualified VarJlmp WARRANTY DEED 8/1/2004 05662 I$ 114,000 Yes Improved WARRANTY DEED 9/1/1991 0233 6 0165 68,100 Yes Improved WARRANTY DEED 12/1/1988 02028 2012 66,400 Yes Improved WARRANTY DEED 9/1/1986 01775 I QQg¢ 1$62,800 1 Yes Improved Fuld Cw4ambk Salle Land Method Frontage Depth Units Units Price Land Value LOT 0.00 0.00 i 1 28,000.00 1 $28,000 Building Information j Is Bed/Bgth coulij incorrec ? Clict Here. T- http://parceldetail.scpaft.org/Parcelhttp://parceldetail.scpaft.org/Parcel Detail Info.aspx?PID=33193050800000120 1/2 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 06/04/18 I hereby name and appoint: Thomas Beesing an agent of: Precision Door Service Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): The specific permit and application for work located at: 105 YORKTOWN PLACE Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: William Walden State License Number: CRC1330671 N/A Signature of License Holder: IAd Q, 6 j)1 I A)It)XA 1 STATE OF FLORIDA COUNTY OF Seminole The foregoing instrument was acknowledged before me this 04 day of JUNE , 200 18 , by William Walden o is cXpersonally known to me or o who has produced identification and who did t) ta ath. S Notary Seal) Print or type name Notary Public - State of _ Commission No. My Commission Expires Rev. 08.12) Florida as CHARLES E. MERINO MY COMMISSION # FF940114 N% d EXPIRES December 01, 2019 I40: ) 19t) 0 FbndaNC.^ vLcnnicc ccrr 6/4/2018 parceldetail.scpaQ.org/FootprintPage.aspx?PID=33193050800000120&BLDGNO=1 &PAGEN0=1 RECORD COPY Parcel: 33-19-30-508-0000-0120 Building No.: 1 Page No: 1 An http:Hparceldetail REVIEWED FOR CODE COMPUANCE per$ ppgN11NER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 93050800000120&BLDGNO=18PAGENO=1 4utLD"V6 SANFORD OF4AR 1 8- 2632 1/1 i'' City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 105 YORKTOWN PLACE As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.or4. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding Sectional HAAS MODEL 680 9X7 FL 0 19- 7 Roll U Automatic Other - OVERHEAD 2. Windows Single Hun Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 r•, Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofina Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Sk li hts Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Door Width 9' - 2' Shown See chart belowfor other Top Bracket door widths DETAIL A (sheet 2 of 3) t— NOTE: For lire options see Sheet 3 of 3. SINGLE STEEL ENO STRE 16 Ga Galvanaed Steel NOTE- Track configuration above the door opening does not affect the wind load rating of the door. Slide Lock or Lock Bern Door Height Detail G (sheet 2of3) 8' - 0" Shown Manual door locks are See chart required unless an automatic below for other operator is installed. 66} +/- 3' door heights 381• 3" r Bottom Bracket End Hinge Sind 3 Sbul ANachnenl Mtermediate H6ge 10 +/_ 3• Detail C (sheet 2 of 3) Detail 8 (sheet 2 of 3) Detail E (sheet 2 of 3) Detail 0 (sheet 2 of 3) This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. HT 61 6 2 61 SERIES HT 63 6 2 83 SERIES HT 64 3 2_64 SERIES HT_7062_70SERIES HT 1082 10 HT _713 2_71 SERIES HT 12 8 2 12 608 280 SERIES HT _72 8 2 72 SERIES HT _14 6 2 14 818 MI SERIES HT 73 8 2_73 SERIES HT 16 3 216 823 282 SERIES HT 74 6 2 74 SERIES HT _32 6 2 32 903 2_90 SERIES HT sa0 SERIES w/oUrEsHT _33 8 2_ 33 Door VVIdths0 Up To n Pressures End Backers Cancer Cenoer Cellos Impact IResistantsowsIWhoseISuleaIMingessStllesHinoes 6'-2' 23.9 27.0 Single 1 1 1 1 1 1 NO 9'-2' 21.3 24.1 S b 1 1 1 1 1 1 NO 10'-2' 17.3 19.6 Sin b 2 2 1 1 1 2 1 2 1 NO 17.2' 12.1 1 .13.6 SMgb 2 2 2 2 1 2 1 2 1 NO Jamb bracket quantities shown ore for use With grade 2 or better southern pine jambs. Supporting structural elements ore to be designed by o registered professional r inr s erd.r wind lends. Door Height Total No of Sections a A a Sbuls ft.dw6r. xw. . exec r.m—VA Jamb BrktslSid V4r 3 3 2 V-V 4 3 2 6'-3' d 3 2 V-61 4 3 3 T-9' 4 3 3 7.0 4 3 3 TY 4 3 3 TL' 4 3 3 S 4 3 7'-9' 4 3 3 T-9' 5 4 3 8'-0' 4 3 3 6'-0' 5 a 3 NOTICE: These drawings are o supplement to the installation instructions for o standard door and only covers thoseproceduresthatvaryfromstandard door installation. If these specific procedures ore not followed. the door may not perform as designed. NOTICE: The like section of this door may be replaced with a section with another lite style or o solid section. In either case the strut and stile configuration should remain the some. NOTICE: Only one Ice section per door ispermitted. The lite section can be used anywhere except for the bottom section. It the lite section is not the top section then the struts must be located as shown in the STRUT CONFIGURATION on page 3 of 3. This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the Maximum section height is 24 in PSF required for any given site Maximum door height is 16 ft. All doors. even those above the tested height. ore available With jamb brackets or commercial full angle. The maximum spacing of the jamb brackets/lroCk Clips Should be mo.nio'ned GL/(ADD i 9 /L I Bracket sheet 2of 3) Itarket teet 2 d 3) Digitally signed by John E. Scates P.E. Date: 2017.O9.:V&17A5 -OS'00' Q rEMf f•, Ift 5173T e 4 TEOF Z, 1 v '%• John E Scales. P.E. 2560 King Arthur Blvd. Ste 124-54 Lewisville. Texas 75056 Florida P.E. j 51737 FL 1l16660.19 Professional Engineer seat provided only forverificationofwindloadconstructiondetails. DETAIL A 3. DETAIL D PUSH NUT 7/16- See DETAIL K for push nut placement. ADJUSTABLE TOP FIXTURE 12 Go TEK SCREW I/4" X 3/4' Hex Washer Head Self Drilling (4 per Bracket) INTERMEDIATE HINGE 18 or 14 Go Galvanized Steel TEK SCREW 1/4" X 3/4' Hex Washer Head Self Drilling (4 per Hinge) OTE The location of the termediote hinges is djcoted by the toggle lock dimples at the top of each section PUSH NUT 7/16" See DETAIL K for push nut placement. TEK SCREW 1/4' X 3/4" Hex Washer Head Self Willing (2 per Bracket) LOW HEADROOM TOP BRACKET LOW HEADROOM TOP BRACKET x 2" E STRUT D Go 33 KSI Minimum atvonized Steel DETAIL E WITH AND WITHOUT BRACE 00 do o a o u 0 0 0 o 4 RESIDENTIAL & LIGHT COMMERCIAL COMMERCIAL COMMERCIAL For Standard. High For Slondord. High For Low Headroom & Vertical Lift & Vertical L1fle With 2" Track and With 2" Track and With 3" Track and Single End Steles Single End Stiles Single End Stiles ALTERNATE BOTTOM BRACKETS NOTE. The bottom bracket tested (Shown in OFFA1L C ,s the lightest bracket Ov ilable. TEK SCREW 1/4" X 3/4_ Hex Washer Head Sell Drilling (I per End Stole & 2 per Intermediate Stile) 1 /2rr DETAIL K There should be a space of maximum 1/2" between the roller hub and the outside edge of the roller holder which is set by the push nut. 1 3/8'. 1 3/4', 2' & 3- Mon POLYURETHANE FILLED DOOR SECTION Nin. el I' Minimal 26 Go Galvanized Pointed Steel Skins J-1 a P ..... 4* W30 of I' Z.L.HER VERTIr1L (RACK - 2' NominalERWOOD5/16' X 1 5/8' Lot; Solt & 2' 0.0. 13 Go Goivonized Stact tested JAMB x 7/16' 1.0, not washer 37 Nommof 13 C. is atse The vertteol wood jamb NOTE: limb brocket must be in approved as on alternate. fasteners may be counter sunk direct contact dh the 2.6 (No to provide a flat mounting surface. See jamb ottoehmentaryrouatlpwed). oeto,ISsheet 3 for attach nqNOTE: the (lot washer is ml requiredambs to the structure. iamb% to faanglemount. 3- V 31. ROLLER 2" Diometer Nominal Eleven Boll Nylon or Ten Boll Steel with a Minimum Workable Sholt Length Shown. DETAIL B DETAIL F HINGE TEK SCREW Go Galvanized Steel 1/4' X 3/4" Hex Washer Head Self Drilling (3 per Bottom Bracket) BOTTOM BRACKET TEK SCREW O ® 13 Go Galvanized Steel 1/ 4' X 3/4" Hex Washer Head Self 04e6n9 (6 per Hinge) PUSH NUT 7/ 16' PUSH NUT See DETAIL K for push nut 7/ I6" placement See DETAIL K for push nut placement. DETAIL C BOTTOM SEAL 4MB BRACKET 2 Go Galvanized Steel BOLT & NUT 1/ 4-20 x 5/8" Carriage Bolt & 1/4-20 He. Washer Nut ( I per Jamb Bracket) DETAIL G NOTE Details on some views omitted for clarity. Double end stiles and end hordwore may be required on wider or heavier doors. DETAIL H SLIDE LOCK or LOCK BARS not required with operator TEK SCREW 1/ 4' X 3/4' Hex Washer Head Self Drilling (4 per Slide Lock) BRACKET Ho 51737 ', LT I6 x 1 5/8' Log Bolt Flog f 4 q perBracket). sUTEGF T20 I/4 XN5/8' Track Bolt Z 1/4-20 Hex Washer Nut 2 for Horizontal & 2 for Vertical Track) John E Scales, P E. 2560 King Arthur Blvd. Ste 124-54 Lewisville, Texas 75056 Florida P.E. 1 51737 FL # 16660.19 Proressionol Engineer seal provided only for verificationofwindloadconstructiondetails. FASTENER TO CONTINUE PASTHEADER n r 2 X 6 GRADE 2 OR BETTER SOUTHERN 0 0 PINE JAMBS. o , SEE CHART FORWOODJAMB ATTACHMENT TO BUILDING STRUCTURE. OPENING OPENING HEIGHT o WIDTH o MAXIMUM ON CENTER SPACING FIRST FASTENER a• to 10' ABOVE THE FLOOR 0 LIE SEC I ION LIE LIE SEC I ION SE ION 3secpcola4seclIoNSssmn" 4mcnom WITH LITE SECTION AT TOP WOOD JAMB ATTACHMENT Sb On Fastener Typo MMnun MMnan Smrgro MYMne so.r+o T%'MiJ Min. 2500PSI104000PSIC1"M if po • (PUTS) 114 d 1• washer 2' 2.50' 5.00' 21' S51 Soulhem Phe 3V Lay wI1IV00washer 1.51' 150' 1.50' 24' 620 Spruce PlneFir V' '"y 1 1/8' 00 washer 1 SO' 1.50' 1.50' 21' 182 NOTE: 2X6 mamted 1s the wallmat be Southern Pine Grade 2or better ss1S110ra aSECTrara aSKTXYO 7sEcnoms 7wicnara 7sacnwa TaFLlpa asecTloms SSE WITH LITE SECTION ANYWHERE EXCEPT THE TOP AND BOTTOM SECTION STRUT CONFIGURATION ION MODEL NUMBERS AND LITE OPTIONS NOTE- GLASS OPTIONS ARE AVALAS E N OSS MINIMUM. TEMPEREDAHO INSULATED CLASS UNRS HT 14 6 214 SERIES HT 16 8 216 SERIES HT _u 8 232 SERIES HT 33 8 2_33 SERIES HT 60 8 260 SERIES HT _61 6 2_61 SERIES HT _63 & 263 SERIES HT 64 8 2 64 SERIES HT 70 8 2_70 SERIES HT j1 8 2 71 SERIES HT 72 8 272 SERIES HT _73 8 2_73 SERIES HT _74 d 274 SERIES HT 80 8 2 80 SERIES HT 81 d 281 SERIES HT 82 8 2 82 SERIES HT W 8 2 90 SERIES HT 900 SERIES W/O I IIE1 IIIIIIIII IIIIIIII- I_ IIIIIIIIIII MODEL NUMBERS AND SINGLE PANE ACRYLIC LITE OPTIONS Si % s t Zz I fill John E Scoles. P E. 2560 King Arthur Blvd Ste 124-54 Lewisville, Te.os 75056 Florida P.E 9 51737 not Engineer seal provided only for of wind load construction details. EL NUMBERS AVAILABLE sr Gw HMT 6100 8 710 SERIES X HT 670 8 770 SERIES X HT 671 8 771 SERIES X HT 672 8 772 SERIES X HT 673 & 773 SERIES X HT 674 8 774 SERIES XHT6808780SERIESXOHT692d792SERIESX HT 690 & 790 SERIES X FL isssu.is Se Ur101 171µ• s 10114 r...roraroaolrs.ru Profess, venhcotran